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Home My WebLink AboutLANDMARK RESIDENCES ON MOUNTAIN AVENUE - PDP - PDP140011 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSN. SHIELDS ST. W. MULBERRY ST. MOUNTAIN AVE. VARIES CONCRETE DRIVE PUBLIC ALLEY (20' ROW) LOT LINE LOT LINE SLOPE VARIES (0.5-3.0%) No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\1022-001_Cover.dwg LAYOUT NAME: CS1 DATE: Dec 17, 2014 - 11:23am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C0.00 COVER SHEET C. Snowdon A. Boese NA DECEMBER 2014 CONTACT INFORMATION PROJECT TEAM: ROF Properties, LLC C/O Firsthand Management LLC 5271 S. Yampa St. Centennial, CO 80015 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\1022-001_Cover.dwg LAYOUT NAME: CS2 DATE: Dec 17, 2014 - 11:23am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C0.01 GENERAL & CONSTRUCTION NOTES C. Snowdon A. Boese nts CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 W. MOUNTAIN AVE. (140' ROW) N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CALLAWAY JEFFERY RYAN EDWARDS-CALAWAY LILY NOWELL 112 N. SSHIELDS ST. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 MH TELE WV WV WV H Y D WV VAULT ELEC MW CONTROL IRR WV H2O IRR VAULT ELEC MH MH MH LID LID LID LID LID LID LID LID LID LID MW MW MW X X X X X X X X X X X X X X X X X X X X MH TELE WV H Y D WV VAULT ELEC CONTROL IRR W GAS W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT W E X UD UD UD UD UD UD UD UD UD UD UD UD W W W W W W S S S S S S S F W W X X X X X X X X X X X X X X X X X X X X MH TELE CONTROL IRR W VAULT GAS W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT E VAULT CABLE VAULT ELEC X X UD UD UD UD UD UD UD UD UD UD UD UD X X X X X E E E EV E E E E FFE=24.90 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 X X X X X X X X X X X X X X X X X X X X CONTROL IRR VAULT ELEC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT E VAULT CABLE VAULT ELEC X X UD UD UD UD UD UD UD UD UD UD UD UD X X X X X E E E EV E E E E DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 PERFORATED MONITORING WELL W/ OPEN GRATE PERFORATED MONITORING W X X X X X X X X X X X VAULT CABLE X UD UD UD E GARAGE 2 CAR GARAGE GARAGE GARAGE PRIVATE DRIVE DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CALLAWAY JEFFERY RYAN EDWARDS-CALAWAY LILY NOWELL 112 N. SSHIELDS ST. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 PUBLIC ALLEY 19' EOC-FL 31" ROLLOVER CURB & GUTTER 1' THICKENED EDGE 13' EOC-FL 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 9+50 10+00 11+00 12+00 12+50 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+00 5020 5024 5020 5024 -20 00 2.00% Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+25 5020 5024 5020 5024 -20 00 2.12% Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+50 5020 5024 5020 5024 -20 00 2.30% Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+75 5020 5024 5020 5024 -20 00 1.11% Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 11+00 5020 5024 5020 5024 -20 00 0.80% Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 11+25 5020 5024 5020 5024 -20 00 0.40% Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 11+50 5020 5024 5020 WV WV WV H Y D WV VAULT ELEC CONTROL IRR WV H2O IRR VAULT ELEC W VAULT ELEC W ELEC VAULT ELEC T GAS GAS X X X X X X X X X X X X X X X X X X X X X X E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT X EXISTING HIGH POINT EXISTING CURB INLET H2 0.97 0.217 H1 0.58 0.014 H3 1.00 0.239 H4 1.00 0.227 h1 h2 CONTROL IRR GAS X X X X X X X X X X X X X X X X X X X X X E VAULT CABLE X X X X X X X UD UD UD UD UD UD X X E EV E E X X X X X X X X DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 W. MOUNTAIN AVE. (140' ROW) N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CALLAWAY JEFFERY RYAN EDWARDS-CALAWAY LILY NOWELL 112 N. SSHIELDS ST. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 FFE=24.90 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 GARAGE FFE=23.57 PROPERTY BOUNDARY 6485 - 5021.47 NAVD 88 6703 - 5023.17 NAVD 88 PUBLIC ALLEY GARAGE FFE=23.57 GARAGE FFE=23.51 GARAGE FFE=23.18 GARAGE FFE=23.91 GARAGE FFE=23.91 GARAGE FFE=23.91 GARAGE FFE=23.91 GARAGE FFE=23.91 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Drng\1022-001_Flood Exhibit.dwg LAYOUT NAME: F1 DATE: Dec 17, 2014 - 11:25am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xTopo] [1022-001_xExst] [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] [1022-001_xFloodplain] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C5.01 FLOODPLAIN EXHIBIT C. Snowdon A. Boese 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 NORTH EXISTING CITY FLOODWAY NOTES: 1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD88) 3.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOT, UTILITIES, ETC.) IN THE HIGH RISK FLOOD FRINGE AND FLOODWAY. 4.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. {5.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR LANDMARK RESIDENCES ON MOUNTAIN AVENUE BY NORTHERN ENGINEERING, DATED DECEMBER 17, 2014 FOR ADDITIONAL INFORMATION. 6.A NO RISE CERTIFICATION IS REQUIRED FOR ANY WORK WITHIN THE FLOODWAY SUCH AS UTILITIES, LANDSCAPING, CURB & GUTTER, ETC. 7.ALL HVAC EQUIPMENT IS TO BE LOCATED ON THE ROOFTOP OF THE STRUCTURE. 8.ALL STRUCTURES WITHIN THE FLOODWAY (PICNIC TABLES, BIKE RACKS, ETC.) SHALL BE ANCHORED. 9.DUMPSTER SHALL BE SECURED TO PREVENT OFFSITE FLOATATION DURING A 100-YEAR STORM. 10.NO CRITICAL FACILITIES OR USES MAY BE CREATED IN ANY FLOOD ZONE. 11.A FEMA ELEVATION CERTIFICATION SHALL BE PROVIDED AND APPROVED FOR EACH BUILDING PRIOR TO THE ISSUANCE OF A CERTIFICATION OF OCCUPANCY.} FIELD SURVEY BY: BENCHMARKS: Northern Engineering Service, Inc. Project No. 1022-001 Date: April 23, 2014 CROSS-SECTION (CSL) BASE FLOOD ELEVATION (BFE) ELEVATION NGVD 29 (UNADJUSTED) 5000 20554 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR EXISTING STORM SEWER LINE W/ MH ST D EXISTING ROW LINE EXISTING INLET GRATE LIMITS OF 100-YR FLOOD FRINGE / / / / / / / / / / / / / / / / / / / / / / / / / / / / PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED CURB & GUTTER EXISTING CURB & GUTTER FOR STORMWATER REVIEW ONLY NOT FOR CONSTRUCTION EXISTING HIGH RISK FLOODPLAIN {PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-08 Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base Elevation = 5030.29 BENCHMARK #2: City of Fort Collins Benchmark 31-97 Southwest corner of Laporte Ave. and Sheilds St., on a concrete traffic signal base. Elevation = 5023.65} LOWEST FLOOR ELEVATION = C BASE FLOOD ELEVATION (BFE) = A MINIMUM HVAC EQUIPMENT ELEVATION BASE = FLOOD B ELEVATION (BFE) = A 18" MIN. 18" MIN. DETAIL NTS SLAB-ON-GRADE COMMERCIAL EL. DESIGNATION NAVD 88 A 5022.99 FT B 5037.00 FT (ROOF) C 5024.90 FT REGULATORY FLOOD PROTECTION ELEVATION 5024.48 FT RESIDENTIAL EL. DESIGNATION NAVD 88 A 5022.87 FT B 5043.54 FT (ATTIC) C 5024.40 FT REGULATORY FLOOD PROTECTION ELEVATION 5024.37 FT h3 h4 N. SHIELDS STREET W. MOUNTAIN AVE. ALLEY X X X X X X X X UD UD UD UD UD UD X X E EV E E WV WV WV H Y D WV VAULT ELEC CONTROL IRR W VAULT ELEC GAS E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT PROPOSED BUILDING MONITORING WELL W/ OPEN GRATE FOR MINOR STORM 6" PERFORATED UNDERDRAIN 6" PERFORATED UNDERDRAIN EXISTING HIGH POINT EXISTING CURB INLET MAJOR STORM TO OVERTOP DRIVE CUT N. SHIELDS STREET W. MOUNTAIN AVE. ALLEY acres OS2 0.15 0.012 0.19 acres OS1 0.92 0.018 1.00 acres A1 0.80 0.077 1.00 acres B1 0.87 0.056 1.00 acres C1 0.77 0.335 0.96 acres D1 0.68 0.149 0.85 acres OS3 0.35 0.035 0.44 acres OS4 0.95 0.014 1.00 os1 b1 a1 c1 d1 os3 os2 os4 MONITORING WELL W/ OPEN GRATE FOR MINOR STORM MAJOR STORM TO OVERTOP PIPE END w/ CONCRETE COLLAR FOR MINOR STORM MAJOR STORM TO OVERTOP No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Drng\1022-001_DRNG.dwg LAYOUT NAME: DR1 DATE: Dec 17, 2014 - 11:25am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [1022-001_xTopo] [1022-001_xExst] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C5.00 DRAINAGE EXHIBIT C. Snowdon A. Boese 1"=20' FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND: NOTES: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS acres B 1.79 0.86 a BASIN ACREAGE DESIGN POINT BASIN DELINEATION MAJOR RUNOFF COEFFICIENT PROPOSED BASIN LINES HISTORIC DRAINAGE EXHIBIT PROPOSED DRAINAGE EXHIBIT 5024 -20 00 -0.39% 5022.4 5022.41 5023.1 5022.68 5023.2 5022.73 5022.9 5022.55 5022.8 5022.25 5022.4 5022.01 5022.2 5021.84 EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE 31" ROLLOVER CURB & GUTTER W VAULT ELEC GAS X X X X X X X X X X X X X X X X X X X X X X X PUBLIC ALLEY 10+00 10+25 10+50 10+75 11+00 11+25 11+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Strt\1022-001_PUBLIC ALLEY_XSCES.dwg LAYOUT NAME: C4.01 DATE: Dec 17, 2014 - 11:25am CAD OPERATOR: ben LIST OF XREFS: [1022-001 Streets] [1022-001_xPutil] [1022-001_xSite] [1022-001_xExst] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET C4.01 CROSS SECTIONS PUBLIC ALLEY C. Snowdon A. Boese 1"=10' EXISTING GROUND PROPOSED GRADE 5022.41 5022.68 5022.73 5022.55 5022.25 5022.01 5021.84 1.50% -0.50% -1.20% -0.80% PVI STA = 10+00.00 PVI ELEV = 5022.41 PVI STA = 11+08.42 PVI ELEV = 5022.15 PVI STA = 11+39.80 PVI ELEV = 5021.90 PVI STA = 11+71.91 PVI ELEV = 5021.74 75.0' VC HP ELEV = 5022.74 HP STA = 10+42.56 PVI STA = 10+38.36 PVI ELEV = 5022.99 BVCS: 10+00.86 BVCE: 5022.42 EVCS: 10+75.86 EVCE: 5022.54 A.D. = 2.70 K = 27.80 PROPOSED GRADE EXISTING GROUND No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Strt\1022-001_PUBLIC ALLEY.dwg LAYOUT NAME: R1 DATE: Dec 17, 2014 - 11:24am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xExst] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C4.00 ROADWAY PLAN & PROFILE PUBLIC ALLEY C. Snowdon A. Boese 1"=30' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE RIGHT FLOWLINE PUBLIC ALLEY SCALE : 1" = 30' (H) 1" = 5' (V) ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 WELL 6" PERFORATED UNDERDRAIN 6" PERFORATED UNDERDRAIN 6" SOLID OUTLET PIPE RAMP RAMP RAMP 14" LANDSCAPE WALL PERMEABLE PAVERS PERMEABLE PAVERS RIBBON CURB 18" INFLOW CURB & GUTTER LANDSCAPE WALL (HEIGHT VARIES) IP RS RS VTC CWA SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RS PERFORATED MONITORING WELL W/ OPEN GRATE IP IP PERFORATED MONITORING WELL No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Drng\1022-001_EROS.dwg LAYOUT NAME: ER1 DATE: Dec 17, 2014 - 11:24am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xTopo] [1022-001_xExst] [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] [1022-001 Propsoed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C3.01 EROSION CONTROL PLAN C. Snowdon B. Ruch 1"=20' NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. {14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON EROSION CONTROL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: River District Block Eight MIxed-Use CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Sewer Service Water Service Curb and Gutter FIELD SURVEY BY: BENCHMARKS: SILT FENCE SF INLET PROTECTION IP WATTLE PROTECTION W ROCK SOCK RS VEHICLE TRACKING PAD VTC SF {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2.TOTAL DISTURBED AREA = 0.62 ACRES 3.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET C0.01 OF THE UTILITY PLAN SET FOR }LANDMARK RESIDENCES ON MOUNTAIN AVENUE,{ PREPARED BY NORTHERN ENGINEERING DATED DECEMBER 17, 2014 FOR ADDITIONAL INFORMATION. }6.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR LANDMARK RESIDENCES ON MOUNTAIN AVENUE, DATED DECEMBER 17, 2014 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. GENERAL NOTES: CWA CONCRETE WASHOUT AREA NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. LEGEND: 4953 PROPOSED CONTOUR PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET {PROJECT DATUM: NAVD88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 3-08 SOUTHWEST CORNER OF MULBERRY ST. AND SHIELDS ST. ON A CONCRETE TRAFFIC SIGNAL BASE ELEVATION = 5030.29 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 31-97 SOUTHWEST CORNER OF LAPORTE AVE. AND SHEILDS ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION = 5023.65 BASIS OF BEARINGS BASIS OF BEARINGS IS THE EAST RIGHT-OF-WAY LINE OF NORTH SHIELDS STREET AS BEARING NORTH 00 35'27" EAST (ASSUMED BEARING).} ORIGINAL FIELD SURVEY BY: NORTHERN ENGINEERING SERVICES PROJECT #1022.001 DATE: APRIL, 23 2014 IP N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. ERS MARKET INC NO.3 FORT COLLINS, CO 80521 T COLLINS, CO 80521 GARAGE FFE=23.17 GARAGE FFE=23.52 GARAGE FFE=23.57 GARAGE FFE=23.57 GARAGE FFE=23.91 GARAGE FFE=23.91 GARAGE FFE=23.91 GARAGE FFE=23.91 GARAGE FFE=23.91 PERFORATED MONITORING WELL PERFORATED MONITORING WELL W/ OPEN GRATE PERFORATED MONITORING WELL 6" PERFORATED UNDERDRAIN 6" PERFORATED UNDERDRAIN 6" SOLID OUTLET PIPE RAMP RAMP RAMP PERMEABLE PAVERS PERMEABLE PAVERS 18" INFLOW CURB & GUTTER INSTALL TRUNCATED DOME 2-RISERS 2-RISERS 4-RISERS 4-RISERS LANDSCAPE WALL (HEIGHT VARIES) 2-RISERS 2-RISERS 2-RISERS 2-RISERS 2-RISERS PERFORATED MONITORING WELL W/ OPEN GRATE MONITORING WELL CLEANOUT CLEANOUT PIPE END w/ CONCRETE COLLAR No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Grad\1022-001_GRAD.dwg LAYOUT NAME: G1 DATE: Dec 17, 2014 - 11:24am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xTopo] [1022-001_xExst] [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] [1022-001 Propsoed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C3.00 GRADING PLAN C. Snowdon A. Boese 1"=20' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPOSED BARRIER CURB PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: 2.0%%% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER PROPOSED ELECTRIC TRANSFORMER TF EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 X X X X X E E E EV E E E E DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 W. MOUNTAIN AVE. (140' ROW) N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 PUBLIC ALLEY 6' SIDEWALK PROPOSED 3 4" RESIDENTIAL WATER SERVICE (TYP.) PROPOSED CLEANOUTS (TYPICAL) EXISTING FIRE HYDRANT 20± LF 1-1/2" HDPE W.S. COMMON PRIVATE DOMESTIC WATER SERVICE INSTALL CITY CURB STOP W W W W W W W W W W W W W W W W W W W W W W W 21' ADDITIONAL RIGHT-OF-WAY PROPOSED 4" RESIDENTIAL SANITARY SERVICE (TYP.) PROPOSED 4" COMMERCIAL SANITARY SERVICE (TYP.) PROPOSED 1" COMMERCIAL WATER SERVICE (TYP.) PROPOSED 4" COMMERCIAL FIRE SERVICE (TYP.) 59± LF 1-1/2" HDPE W.S. 23± LF 1-1/2" HDPE W.S. 18± LF 1-1/2" HDPE W.S. 12± LF 1-1/2" HDPE W.S. 18± LF 1-1/2" HDPE W.S. 23± LF 3/4" W.S. 19± LF 3/4" W.S. 27± LF 3/4" W.S. 26± LF 3/4" W.S. 19± LF 3/4" W.S. 44± LF 3/4" W.S. EXISTING 8" WATER MAIN INSTALL 1" WATER SERVICE INSTALL 1-1/2" WATER SERVICE INSTALL 8"X4" WET TAP WITH 4"-G.V. & T.B APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) PRIVATE CURB STOP (TYPICAL) INSTALL 1" METER W/ CURB STOP EXISTING 8" SEWER MAIN 47± LF 4" PVC @ 2.0% S.S. 51± LF 4" PVC @ 2.0% S.S. 44± LF 4" PVC @ 2.0% S.S. 44± LF 4" PVC @ 2.0% S.S. 51± LF 4" PVC @ 2.0% S.S. 26± LF 4" PVC @ 2.0% S.S. SS SERVICE 7 INV. IN=5016.98 (S) INV. OUT=5016.98 (W) FG=5023.45 SS SERVICE 6 INV. IN=5016.86 (E) INV. OUT=5016.70 (W) FG=5023.76 SS SERVICE 5 INV. IN=5016.34 (E) INV. OUT=5016.34 (W) FG=5023.63 SS SERVICE 4 INV. IN=5015.74 (E) INV. OUT=5015.74 (W) FG=5023.64 SS SERVICE 3 INV. IN=5015.62 (E) INV. OUT=5015.62 (W) FG=5023.63 SS SERVICE 2 INV. IN=5015.02 (E) INV. OUT=5015.02 (W) FG=5023.67 INSTALL RESIDENTIAL SERVICE CONNECTION INV. IN=5013.17 (N) INV. IN=5013.34 (E) INV. OUT=5013.17 (S) FG=5022.80 83.99 LF 6" PVC @ 2.00% 30.00 LF 6" PVC @ 2.00% 6.00 LF 6" PVC @ 2.00% 30.00 LF 6" PVC @ 2.00% 18.00 LF 6" PVC @ 2.00% 6.00 LF 4" PVC @ 2.00% EXISTING STORM INLET GRATE EL=5021.45 BTM SILTED IN FL=5020.05 (W) 8" PROPOSED CLEANOUTS (TYPICAL) PROPOSED CLEANOUTS (TYPICAL) PRIVATE CURB STOP (TYPICAL) PRIVATE CURB STOP (TYPICAL) PRIVATE CURB STOP (TYPICAL) EXISTING GAS VALVE EXISTING WATER METER 1-1/2" x 3 4" TEE W/ STIFFENER (TYPICAL) 1-1/2" x 3 4" TEE W/ STIFFENER (TYPICAL) 1-1/2" x 3 4" TEE W/ 3 4" REDUCER & STIFFENER 61.94 LF 4" PVC @ 2.00% INSTALL 45° BEND INV. IN=5019.12 (SE) INV. OUT=5019.12 (W) FG=5023.70 22.70 LF 4" PVC @ 2.00% INSTALL 45° BEND INV. IN=5019.58 (S) INV. OUT=5019.58 (NW) FG=5024.11 20.58 LF 4" PVC @ 2.00% INSTALL COMMERCIAL SERVICE CONNECTION INV. IN=5013.16 (N) INV. IN=5017.88 (E) INV. OUT=5013.16 (S) FG=5022.80 PROPOSED TRANSFORMER PRIVATE STORM LINE TO BE OWNED AND MAINTAINED BY THE HOA CLEANOUT A3-1 INV. IN=5021.04 (N) INV. OUT=5021.04 (W) FG=5023.89 MONITORING WELL A3 w/ SOLID LID INV. IN=5020.58 (N) INV. IN=5020.58 (E) INV. OUT=5020.58 (S) FG=5023.74 MONITORING WELL A6 w/ SOLID LID INV. IN=5021.05 (N) INV. OUT=5021.05 (W) FG=5023.54 MONITORING WELL A4 w/ SOLID LID INV. IN=5020.67 (E) INV. OUT=5020.67 (S) FG=5023.43 MONITORING WELL A5 w/ GRATED LID INV. IN=5020.83 (E) INV. OUT=5020.83 (W) FG=5023.04 MONITORING WELL A7 w/ SOLID LID INV. OUT=5021.13 (S) FG=5022.96 45° BEND A3-2 INV. IN=5021.33 (NE) INV. OUT=5021.33 (S) FG=5022.85 PIPE END A3-3 w/ CONCRETE COLLAR INV. OUT=5021.34 (SW) FG=5021.34 CLEANOUT A2 INV. IN=5020.17 (N) INV. OUT=5020.17 (W) FG=5022.75 30.44 LF 8" PVC @ 0.40% 103.95 LF 8" PVC @ 0.39% 41.40 LF 6" PERF. PVC @ 0.40% 21.17 LF 6" PERF. PVC @ 0.40% 53.99 LF 6" PERF. PVC @ 0.40% 20.11 LF 8" PVC @ 0.45% 113.36 LF 8" PVC @ 0.40% 69.94 LF 8" PVC @ 0.41% 5.26 LF 8" PVC @ 0.31% PROPOSED CLEANOUT (TYPICAL) RELOCATED ELECTRIC VAULT No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Util\1022-001_UTIL.dwg LAYOUT NAME: C2.00 DATE: Dec 17, 2014 - 11:24am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xExst] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C2.00 UTILITY PLAN C. Snowdon A. Boese 1"=20' NORTH NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.ALL INDIVIDUAL WATER SERVICES LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.{ 10.REFER TO MECHANICAL PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS BOTH THE MECHANICAL ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11.WATER SERVICE LINES BEYOND CITY CURB STOPS ADJACENT TO SHIELDS STREET AND SANITARY SEWER SERVICE LINES EXTENDING FROM PUBLIC MAIN IN THE ALLEY ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. }12.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO ANY WORK WITHIN THE HIGH-RISK FLOOD FRINGE AND FLOODWAY. SEE SHEET C5.01 FOR FLOODPLAIN INFORMATION. 13.A NO-RISE CERTIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN THE FLOODWAY. SEE SHEET C5.01 FOR FLOODPLAIN INFORMATION. { } 14.SEE FLOODPLAIN EXHIBIT ON SHEET C5.01 FOR FLOODPLAIN EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT EXISTING FIRE HYDRANT H Y D PROPOSED EASEMENT LINE PROPERTY BOUNDARY PROPOSED ASPHALT PATCH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner TF W ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 MW W VAULT ELEC MW MW MW W S S ELEC VAULT ELEC T GAS GAS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X G G G G OHE OHE OHE OHE OHE OHE OHE OHE OHE W E E E E E E E E E E E E E E E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT W W VAULT CABLE VAULT ELEC X X X X X X X EXISTING OVERHEAD ELECTRIC TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING GAS LINE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 8" CONCRETE WALL TO BE REMOVED EXISTING 6" CONCRETE WALL TO BE REMOVED EXISTING MONITORING WELL TO BE REMOVED (TYP.) EXISTING MONITORING WELL TO BE REMOVED (TYP.) EXISTING ELECTRIC LINES TO BE REMOVED EXISTING CONCRETE CURB EXISTING ELECTRIC LINE TO BE REMOVED TO BE REMOVED EXISTING ELECTRIC LINE TO BE REMOVED EXISTING SIGN TO BE REMOVED EXISTING BUILDING (1260) EXISTING SHED TO BE REMOVED EXISTING ELECTRIC LINE TO BE REMOVED EXISTING IRRIGATION ARV TO BE REMOVED EXISTING WATER MANHOLE TO BE REMOVED EXISTING WATER METER TO BE REMOVED EXISTING WATER VALVE TO BE REMOVED EXISTING ELECTRIC VAULT TO BE RELOCATED EXISTING FENCE EXISTING CONCRETE CURB TO BE REMOVED EXISTING FENCE EXISTING FENCE EXISTING MONITORING WELL TO BE REMOVED (TYP.) EXISTING OVERHEAD ELECTRIC TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING ELECTRIC VAULT TO BE REMOVED EXISTING TELEPHONE PEDESTAL EXISTING LIGHT POLE TO BE REMOVED EXISTING WATER METER EXISTING UNDERGROUND STORAGE TANKS TO BE REMOVED EXISTING LIGHT POLE TO BE REMOVED EXISTING FENCE EXISTING BUILDING TO BE REMOVED EXISTING FENCE TO BE RELOCATED (BY OTHERS) / / / / / / / / / / / / / / / / / / / / / / EXISTING WATER SERVICE TO BE ABANDONED AT MAIN / / / / / / / / / / / / / / / / / / / / / / / 10' APPROXIMATE ASPHALT PATCHING (SEE NOTE 7) ENTRANCE TO BE REMOVED SAWCUT LINE EXISTING COLORED CONCRETE HANDICAP RAMP TO BE REMOVED AND REPLACED SAWCUT LINE SIDEWALK TO BE REMOVED BEAVERS MARKET EXISTING PARKING LOT EXISTING DRIVE CUT TO BEAVERS MARKET EXISTING BUILDING EXISTING SANITARY SEWER LOCATION UNKNOWN CONTRACTOR TO LOCATE AND ABANDON AT MAIN No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: December 17, 2014 PROJECT: 1022-001 Sheet Of 10 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Exist\1022-001_ECON.dwg LAYOUT NAME: EX1 DATE: Dec 17, 2014 - 11:24am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [1022-001_xTopo] [1022-001_xExst] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 12/17/14 C1.00 DEMOLITION PLAN EXISTING CONDITIONS & C. Snowdon A. Boese 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY SERVICES AND ABANDON AT THE EXISTING MAIN PER CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS, LATEST ADDITION.} EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT & GRAVEL REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: April 23, 2014 EXISTING ELEC/TV E/TV W {1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." 7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. }{ 8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 11.ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE. 12.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW.} TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 NORTH APPROXIMATE SAWCUT LINE 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for Landmark Residences on Mountain Avenue, dated December 17, 2014 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by thE construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: Project Datum: NAVD88 Benchmark #1: City of Fort Collins Benchmark 3-08 Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base Elevation = 5030.29 Benchmark #2: City of Fort Collins Benchmark 31-97 Southwest corner of Laporte Ave. and Sheilds St., on a concrete traffic signal base. Elevation = 5023.65 Basis of Bearings Basis of Bearings is the East right-of-way line of North Shields Street as bearing North 00° 35' 27" East (assumed bearing). 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. For additional information see separate Preliminary Drainage Report for Landmark Residences on Mountain Avenue. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Preliminary Drainage Report for Landmark Residences on Mountain Avenue, dated December 17, 2014 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G N O R T H E RN PLANNER/ LANDSCAPE ARCHITECT 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. DISCLAIMER STATEMENT: PROJECT LOCATION VICINITY MAP NORTH 1"=1500' DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-08 Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base Elevation = 5030.29 BENCHMARK #2: City of Fort Collins Benchmark 31-97 Southwest corner of Laporte Ave. and Sheilds St., on a concrete traffic signal base. Elevation = 5023.65 Basis of Bearings Basis of Bearings is the East right-of-way line of North Shields Street as bearing North 00° 35' 27" East (assumed bearing). Original Field Survey by: Northern Engineering Services Project #1022-001 Date: April, 23 2014 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 224-6065 SHEET INDEX COVER SHEET EXISTING CONDITIONS UTILITY SHEETS GENERAL & CONSTRUCTION NOTES C0.00 C0.01 C1.00 EXISTING CONDITIONS & DEMOLITION PLAN C2.00 UTILITY PLAN DRAINAGE & DRAINAGE C5.00 DRAINAGE EXHIBIT 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. CERTIFICATION STATEMENT: City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner GRADING AND EROSION CONTROL SHEETS C3.01 EROSION CONTROL PLAN UTILITY PLANS FOR LOCATED IN THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1032 W. MOUNTAIN AVENUE) LANDMARK RESIDENCES ON MOUNTAIN AVENUE Ripley Design, Inc. Brent Cooper 401 West Mountain Avenue Fort Collins, Colorado 80521 ■ land planning ■ landscape architecture ■ (970) 224-5828 ■ urban design ■ entitlement ■ Northern Engineering Services, Inc. Gary Gilliland, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G N O R T H E RN C5.01 FLOODPLAIN EXHIBIT STREET SHEETS PUBLIC ALLEY ROADWAY PLAN & PROFILE C4.00 PUBLIC ALLEY CROSS SECTIONS C4.01 C3.00 GRADING PLAN