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HomeMy WebLinkAboutTHE OVERLOOK - FDP - FDP160035 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSHORSETOOTH ROAD COLLEGE AVENUE JOHN F. KENNEDY PKWY LANDINGS DR BOARDWALK DR MONROE DR STANFORD RD STOVER ST MCCELLAND DR CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R AUGUST 17, 2016 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: Ripley Design, Inc. 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 (970) 224-5828 Stockover Investments, LLC 1806 Westview Road Fort Collins, CO 80524 (970) 556-8132 GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869 ELECTRIC-------- City of Fort Collins Light & Power -- Luke Unruh (970) 416-2724 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Qwest Local Network ------------------ Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities ----------- Shane Boyle (970) 221-6339 WASTEWATER --City of Fort Collins Utilities ----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities ----------- Shane Boyle (970) 221-6339 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for 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. Stephanie Thomas, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 N O R T H E RN N O R T H E RN ** The underground utility locates provided by United States Infrastructure Corporation, LLC. are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS2 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. 5. All sanitary sewer, storm sewer and water line 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. E E G G G G G E E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W G G G E E E E E E E E E E E E E E E E E E T T T T T T T T T T E E E E E E E E E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W X X X G G G G G G G G G G G G G G G CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV T T T T T T T T T T T T T T CTV CTV CTV CTV T T T T T ST X X 8" W 8" W 8 " W 8" W 8" W 6" W WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: HDAH LLC WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: JAXF LLC LANDINGS BAY FDP OWNER: LANDINGS BAY FORT COLLINS CONDOMINIUM ASSOCIATION JOHN F. KENNEDY PARKWAY RIGHT OF WAY VARIES EX. 6' UTILITY EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT N:112414.34 E:195918.43 E X X G G G G G G G G G G G G E 6" W 6" W 6" W 6" W 6" W 6" W G G E E E E E E E E E E E T T T T E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W CTV CTV CTV CTV CTV CTV CTV CTV T T T T T T T T T FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL SHOR OWNER: T SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: JOHNSON LEWIS MELVIN SHORES OFFICE P PUD OWNER: THE SHORES OFFIC 24' EMERGENCY ACCESS & UTILITY EASEMENT 26' EMERGENCY ACCESS & UTILITY EASEMENT 24' EMERGENCY ACCESS & UTILITY EASEMENT N: 112599.46 E: 195850.56 WING 1 26' DRIVE LANE 24' DRIVE LANE 6.5' SIDEWALK 5' SIDEWALK 6.5' SIDEWALK 6' SIDEWALK 5.5' SIDEWALK 6' SIDEWALK 6' SIDEWALK 15' UTIL. ESMT. PROPOSED R.O.W. WIDTH VARIES 10' PARKWAY RETAINING WALL 2.5' HEIGHT RAIN GARDEN RAIN GARDEN RAIN GARDEN 18" VERTICAL OUTFALL CURB 2' CONCRETE DRAINAGE PAN STAIRS STAIRS 5' SIDEWALK DRAINAGE EASEMENT X X X X X W LANDINGS BAY FDP OWNER: LANDINGS BAY FORT COLLINS CONDOMINIUM ASSOCIATION JOHN F. KENNEDY PARKWAY RIGHT OF WAY VARIES EX. 6' UTILITY EASEMENT 30' EMERGENCY ACCESS & UTILITY EASEMENT 24' EMERGENCY ACCESS & UTILITY EASEMENT N: 112308.54 E: 195738.92 N: 112248.57 E: 195751.03 N: 112184.30 E: 195928.17 WING 2 WING 1 24' DRIVE LANE 5.5' SIDEWALK 5.5' SIDEWALK 5' SIDEWALK 7' SIDEWALK 6' SIDEWALK 6' SIDEWALK 5' SIDEWALK 5' SIDEWALK 15' UTIL. ESMT. PROPOSED R.O.W. WIDTH VARIES 10' PARKWAY 10' PARKWAY RAIN GARDEN CONCRETE DRAINAGE PAN CONCRETE DRAINAGE PAN STAIRS STAIRS STAIRS RAIN GARDEN DETENTION POND B TRASH ENCLOSURE N:112414.34 E:195918.43 FND 1 FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: JOHNSON LEWIS MELVIN SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK STRACHAN CONTINENTAL PUD OWNER: FORT COLLINS PLAZA LTD LIABILITY CO FIRST COMMUNITY BANK PLAZA OWNER: FOX POINTE PLAZA LLC 6' 6.5' 6.5' 2.1' 5.00' 6.50' P2 26' -  2 3 3 3 3 3 2 2 2 2 T INLET RAIN GARDEN RAIN GARDEN RAIN GARDEN RAIN GARDEN 2 2 2 2 "NO PARKING FIRE LANE" SIGN INLET (TYP.) "HANDICAP PARKING ONLY" SIGN 2 3 3 X X X X X WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: HDAH LLC WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: JAXF LLC LANDINGS BAY FDP OWNER: LANDINGS BAY FORT COLLINS CONDOMINIUM ASSOCIATION JOHN F. KENNEDY PARKWAY RIGHT OF WAY VARIES P2 5.5' 6' 5' 5.5' 30' -  1 1 3 2 3 1 2 2 3 2 T 1 INLET INLET INLET INLET RAIN GARDEN RAIN GARDEN T T 2 "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN INLET (TYP.) "HANDICAP PARKING ONLY" SIGN ADA STRIPPING (TYP.) PARKING STRIPE (TYP.) PARKING STRIPE (TYP.) "NO PARKING UD UD UD UD UD E E G G G G G E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W G G G E E E E E E E E E E E E E E E E E E T T T T T T T T T T E E E E E E E E E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6 " W 6" W 6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS UD UD UD UD UD X X X G G G G G G G G G G G G G G G CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV T T T T T T T T T T T T T T CTV CTV CTV CTV T T T T T X X 8" W 8" W 8" W 8" W 8" W 6" W RAIN GARDEN L3 RAIN GARDEN L2 INLET INLET INLET INLET (TYP.) TRENCH DRAIN TRENCH DRAIN WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: HDAH LLC E E G G G G G E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W G G G E E E E E E E E E E E E E E E E E E T T T T T T T T T T E E E E E E E E E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS S X X X G G G G G G G G G G G G G G G CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV T T T T T T T T T T T T T T CTV CTV CTV CTV T T T T T X X 2.0' 2.0' 2.0' 8" W 8" W 8" W 8" W 8" W 6" W UD UD UD S UD UD WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: HDAH LLC WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: JAXF LLC LANDINGS BAY FDP OWNER: LANDINGS BAY FORT COLLINS CONDOMINIUM ASSOCIATION JOHN F. KENNEDY PARKWAY 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 13+00 14+00 14+50 54.88 LF 8" PVC @ 5.00% SMH-1 STA 10+54.88 RIM 5023.0± INV. IN 5010.57 (S) INV. OUT 5010.37 (NE) 260.14 LF 8" PVC @ 1.00% SMH-2 STA 13+15.02 RIM 5023.2± INV. OUT 5013.17 (N) EX-SMH TIE IN STA 10+00.00 RIM 5021.7± INV. IN 5006.23 (N) INV. IN 5007.63 (SW) INV. OUT 5006.14 (E) 10" STORM STA.=12+33.78 INV.=5017.72 10" STORM STA.=11+97.06 INV.=5017.45 18" PVC STORM STA.=10+39.77 INV.=5014.10 PROPOSED GRADE EXISTING GROUND E X G G G G G G G 6" W 6" W 6" W G E E E 5005 5010 5015 5020 5025 5030 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 13+00 14+00 14+50 51.99 LF 18" PVC @ 0.20% 45.43 LF 18" PVC @ 0.20% 17.85 LF 15" PVC @ 0.50% 12.76 LF 18" PVC @ 1.05% 30.04 LF 18" PVC @ 4.20% 128.43 LF 18" PVC @ 0.20% 47.59 LF 15" PVC @ 0.50% CO-A3 STA 10+97.42 FL. EL 5022.6± INV. IN 5014.08 (S) INV. OUT 5014.08 (NW) MH-A8 STA 13+00.61 FL. EL 5021.9± INV. IN 5016.14 (S) INV. IN 5017.46 (W) INV. OUT 5015.89 (N) INLET-A6 STA 12+63.89 FL. EL 5021.0± INV. IN 5015.64 (S) INV. IN 5017.19 (W) INV. OUT 5015.64 (N) FES-A1 STA 10+00.00 FL. EL 5016.2± INV. IN 5013.88 (S) 21.50 LF OUTLET BOX @ 0.50% ST-A4 STA 12+25.85 FL. EL 5016.0± INV. IN 5014.34 (S) INV. OUT 5014.34 (N) BEND-A2 STA 10+51.99 FL. EL 5015.6± INV. IN 5013.99 (SE) INV. OUT 5013.99 (N) BEND-A9 STA 13+48.20 FL. EL 5017.7± INV. IN 5016.38 (E) F UD UD UD W FDC S W S E E E E E 6" W 6" W 6" W 6" W 6" W 8" SS 6" W STORM DRAIN C SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A8 SEE THIS SHEET PRIVATE ACCESS ROAD UD UD UD S STORM DRAIN B SEE SHEET ST3 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A6 SEE THIS SHEET 5010 5015 5020 5025 5030 5010 5015 5020 5025 5030 9+50 10+00 11+00 11+50 MH-A8 STA 10+00.00 FL. EL 5021.9± INV. IN 5016.14 (S) INV. IN 5017.46 (W) INV. OUT 5015.89 (N) INLET-A8.1 STA 10+76.49 FL. EL 5024.9± INV. IN 5019.44 (S) INV. OUT 5019.44 (E) INLET-A8.2 STA 10+99.69 FL. EL 5024.9± INV. IN 5019.55 (S) INV. OUT 5019.55 (N) 5010 5015 5020 5025 5030 5010 5015 5020 5025 5030 9+50 10+00 11+00 INLET-B2 STA 10+32.54 FL. EL 5023.1± INV. IN 5018.05 (W) INV. OUT 5018.05 (E) INLET-B3 STA 10+84.49 FL. EL 5024.9± INV. OUT 5020.13 (E) 32.54 LF 8" PVC @ 3.00% 51.95 LF 8" PVC @ 4.00% FES-B1 STA 10+00.00 FL. EL 5018.3± INV. IN 5017.08 (W) EXISTING GROUND PROPOSED GROUND 100-YR HGL CTV CTV CTV CTV CTV CTV T T T T T T T UD S STORM DRAIN A8 SEE SHEET ST2 STORM DRAIN A SEE SHEET ST1 WHAR E 6" W 6" W 6" W 6" W E E E E E T T E F UD UD UD UD W FDC S W S E G G G G G G G G E 6" W 6" W 6" W 6" W 6" W G G E E E E E E E E E E E T T T T E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 6" W OWNER: FORT COLLINS NATIONAL BANK ET AL A PRIVATE ACCESS ROAD STORM DRAIN F SEE SHEET ST5 STORM DRAIN D E E 6" W 6" W 6" W E E E E E T T T T T T T T T T T T T T E E E E E E E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W ST T T T T 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 6" W 6" W 6" W F UD UD W FDC S 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 EROS1 KEYMAP BENCHMARK/BASIS OF BEARING PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PEDESTRIAN ACCESS RAMPS PROPERTY BOUNDARY SILT FENCE SF INLET PROTECTION IP STRAW WATTLE PROTECTION SW ROCK SOCK RS VEHICLE TRACKING PAD VTC CONCRETE WASHOUT AREA CWA 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. 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com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x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES WQCV DEPTH PODIUM PARKING FFE 9" RAISED PLANTER 12" 12" BIORETENTION SAND MEDIA 6" PEA GRAVEL 14" MIN CDOT NO. 4 AGGREGATE FOUNDATION WALL WATERPROOFING PER ARCHITECT AND STRUCTURAL ENGINEER 10" PERFORATED UNDERDRAIN DROP-IN GRATE ROOF DOWNSPOUT FINISHED GRADE 2% MINIMUM 6" 12" EXPANSION MATERIAL PER ARCHITECT AND STRUCTURAL ENGINEER 3.5' APPROX. WQCV DEPTH EXTENDED CURB AND GUTTER 12" 12" BIORETENTION SAND MEDIA 6" PEA GRAVEL 8" CDOT NO 4 AGGREGATE 18" PERFORATED UNDERDRAIN GEOTEXTILE SEPARATOR FABRIC COMPACTED GRANULAR MATERIAL UNDISTURBED SUBGRADE APPROX. 3.10' 2% 2% 6" 6" 103 D1 OVERFLOW WEIR DETAIL TOP OF WALL (B) TOP OF WEIR (A) C C A A 201 STORMWATER BEDDING REQUIREMENTS NYLOPLAST DROP IN GRATES FIT INSIDE ADS N-12/HANCOR DUAL WALL, SDR 35 SEWER PVC , & SCH 40 DWV PVC PIPE ® ©2010 NYLOPLAST TOP SOIL RISER PIPE (CUT TO FIT) ADJUST TO 1.0' BELOW F.G. DROP IN GRATE (USE NYLOPLAST OR EQUAL) DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-REVE110-017 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 6 IN - 24 IN DROP IN GRATE INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 5-4-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 2-9-10 EBC 0601DI 0801DI 1001DI 1201DI 1501DI 1801DI 2401DI 90° BEND PVC ROOF DRAIN PIPE 45° MAX. GRANULAR MATERIAL CONFORMING TO CDDH #67 208 ROOF DRAIN WYE 90° BEND COORDINATE LOCATION OF DOWNSPOUTS PRIOR TO INSTALLATION OF TEMPORARY TWIST-OFF CAP DROP IN GRATE INSTALLATION DROP IN GRATE INSTALLATION D3 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 307 PRIVATE CONCRETE CROSSPAN SCALE: ACCESS RAMPS N.T.S. MID-BLOCK LOCATION SECTION A-A CONCRETE PEDESTRIAN CURB 6" MIN VARIES 2' x 5' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB 2' x 5' DETECTABLE WARNING SURFACE 6" SIDEWALK CURB GUTTER 1" RADIUS 1/4" RADIUS 6" 306 STANDARD ACCESS RAMPS FULL HEIGHT CONCRETE PEDESTRIAN CURB DETECTABLE WARNING SURFACE SIDEWALK CURB GUTTER (MAX) 12:1 (MAX) 12:1 2% (MAX) CONCRETE SAFETY GROOVING SIDEWALK 2% (MAX) 302 BI-DIRECTIONAL ACCESS RAMPS 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com D4 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SIGN POST 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). CRITERIA FOR SINGLE POST 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb See Figure 16-1 L * 12 Gauge 30" 8" 8" PRELIMINARY PAVING SECTIONS NOTE: THESE PRELIMINARY PAVEMENT SECTIONS ARE PER THE SUBSURFACE EXPLORATION REPORT JFK LUXURY APARTMENTS FORT COLLINS, CO BY EARTH ENGINEERING CONSULTANTS (EEC PROJECT NO. 1152119), DATED DECEMBER 14, 2015. FINAL PAVEMENT DESIGN SHALL BE PER THE PROJECT 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com D5 TRENCH AND BEDDING TYPICAL COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R TRENCH AND BEDDING TYPICAL TYPICAL CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION WATER MAIN LOWERING WATER MAIN LOWERING GRAVITY BLOCKS TYPICAL WATER SERVICE CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner WATERLINE LOWERING ELEVATIONS 1 2 3 4 5 D6 601 602 603 604 605 605 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 11 2" & 2" METER SETTING 1 1 2" & 2" METER SETTING (PLAN VIEW) 3" & 4" METER SETTING (PLAN VIEW) 3" & 4" METER SETTING (SIDE VIEW) 3" & 4" METER SETTING (END VIEW) D7 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 701 702 703 704 705 DR1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 KEYMAP DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 A1 0.55 0.95 1.00 5.0 5.0 1.49 5.46 2 A2 0.10 0.30 0.38 15.6 14.1 0.06 0.25 2 A3 0.43 0.92 1.00 5.0 5.0 1.14 4.32 3 A4 0.22 0.87 1.00 5.0 5.0 0.54 2.18 4 A5 0.10 0.88 1.00 5.0 5.0 0.26 1.03 5 A6 0.18 0.86 1.00 5.0 5.0 0.44 1.78 6 A7 0.16 0.25 0.31 5.0 5.0 0.11 0.48 7 B1 0.32 0.61 0.77 7.2 5.0 0.50 2.46 8 B2 0.27 0.95 1.00 5.0 5.0 0.73 2.67 9 B3 0.11 0.86 1.00 5.0 5.0 0.27 1.09 10 B4 0.11 0.85 1.00 5.0 5.0 0.27 1.10 11 B5 0.24 0.28 0.35 16.1 14.7 0.12 0.56 13 UD2 0.04 0.33 0.41 11.7 11.0 0.03 0.13 13 UD3 0.10 0.35 0.44 10.8 10.1 0.07 0.33 13 UD4 0.30 0.73 0.91 5.0 5.0 0.63 2.76 12 UD1 0.03 0.25 0.31 5.0 5.0 0.02 0.08 12 UD5 0.03 0.25 0.31 5.0 5.0 0.02 0.09 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY EXISTING STORM SEWER 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE "FINAL DRAINAGE AND EROSION CONTROL REPORT FOR THE OVERLOOK BY NORTHERN ENGINEERING, DATED August 17, 2016 FOR ADDITIONAL INFORMATION. NOTES: FLOW PATH DRAINAGE BASIN BUBBLE A DESIGN POINT A BASIN BOUNDARY PROPOSED STORM SEWER FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION Detention Pond Summary | Proposed Condition Pond 100-yr Volume (ac-ft) 100-yr WSEL WQCV (ft3) WQCV WSEL Max Release (cfs) A 0.44 5019.90 877 5014.17 0.55 B 0.22 5021.12 N/A N/A 0.19 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN STANDARD MANHOLE WW-3 STANDARD MANHOLE SERVICE WYE DETAIL SANITARY SEWER CLEAN OUT PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 TYPICAL POINT OF CONNECTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 501 502 503 504 505 GEOTECHNICAL ENGINEER OR CONTRACTOR RECOMMENDATIONS. SITE GRADING AND SUBGRADE PREPARATION SHALL ALSO BE PER THE FINAL GEOTECHNICAL ENGINEER OR CONTRACTOR RECOMMENDATIONS. AGGREGATE BASE COURSE HOT BITUMINOUS PAVEMENT COMPACTED SUBGRADE PARKING AREAS HEAVY DUTY CORRIDORS 4" 6" 5" 8" 5" PARKING AREAS 6" HEAVY DUTY CORRIDORS COMPACTED SUBGRADE PCC (NON-REINFORCED) MIN. MIN. CAR ACCESSIBLE VAN ACCESSIBLE 8' 5' 8' 8' 8' 8' ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED R7-8 ONE SIGN PER SPACE REQUIRED R7-8 NO PARKING TYPICAL PAVEMENT HANDICAP PARKING REQUIRMENTS 401 402 403 R1' TAPER TO SIDEWALK ELEVATION TAPER TO SIDEWALK ELEVATION 2% (MAX) 303 PEDESTRIAN RAMP DETAIL STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A-A A A N.T.S. 6" N.T.S. 2' NOTES: t=6" or as specified PRIVATE PRIVATE 2' CONCRETE PAN 6" 24" 1" NOTE FOR CONCRETE PAN: 1. PROVIDE CONTRACTION JOINT EVERY TEN (10) FEET. 2' Y 1:12 1:48 (max.) Driveway Gutter Sidewalk Parkway Sidewalk TYPE III DETACHED WALK TYPE IV ATTACHED WALK 6' (min.) Detached 1:12 Curb 1:48 (max.) 1:12 t 1/4" PER FT. N.T.S. SECTIONS A-A & B-B 1:12 (max.) A A 1:48 SLOPE WALK B B CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * ** * High volume driveways (Type III or IV) allowed for 350 30' maximum for 3 car garages. No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. or greater trip ends/day. ** * DRIVEWAY WIDTHS 1:12 Max Max TRUNCATED DOME WARNING FOR ACCESS RAMPS PRIVATE 1' VERTICAL CURB & GUTTER OUTFALL INFALL SIDEWALK DETAIL ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" DETACHED SIDEWALK DETAIL Variable Slope sidewalk to curb 1/4" per foot. 2' min. STANDARD SIDEWALK Sidewalk Driveway DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. Detached Sidewalk Attached Sidewalk DETACHED ATTACHED All Sidewalk Thickness Shall Be 6" minimum. SIDEWALK 301 304 305 308 HIGH VOLUME DRIVEWAY 309 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com BED WITH NATIVE COMPACTED TO 95% STANDARD PROCTOR DENSITY 203 204 DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-REVE110-017 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 6 IN - 24 IN DROP IN GRATE INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 5-4-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 2-9-10 EBC 0601DI 0801DI 1001DI 1201DI 1501DI 1801DI 2401DI ® ©2010 NYLOPLAST NYLOPLAST DROP IN GRATES FIT INSIDE ADS N-12/HANCOR DUAL WALL, SDR 35 SEWER PVC , & SCH 40 DWV PVC PIPE TOP SOIL RISER PIPE (CUT TO FIT) ADJUST TO 1.0' BELOW F.G. DROP IN GRATE (USE NYLOPLAST OR EQUAL) 202 TYPE 13 GRATED INLET 8" 8" 8" 8" 8" D INV. ELEV OUT SHOWN ON PROFILE H (VARIES) PIPE BEDDING OUTLET PIPE IN SIDE OR END WALL H (VARIES) STD VALLEY GUTTER SECTION BICYCLE AND PEDESTRIAN 8" 8" 3" NOTES: CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST. CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIUMUM CLEARANCE. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3 FT. - 6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO CITY OF LOVELAND SPEC. 05500. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. ALL REINFORCING BARS SHALL BE NO. 4 BARS. DIMENSIONS FOR C.I.P. PRECAST WALLS & FLOOR THICKNESS ARE MINIMUM 6" STORM DRAIN MARKER TO BE PROVIDED BY THE CITY OF LOVELAND & INSTALLED PER DIRECTION OF THE CITY. INFORMATION FROM CDOT STANDARD PLAN M-604-13 IS REFERENCED IN THIS DETAIL. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 10" TO 14" 6" 401 @ EQUAL SPACING AT 9"± 403 @ 8" O.C. 4'-3 1/2" 4' CAST GRATING (TYP.) ℄ GUTTER TYPE 2 SAFE GRATE AND FRAME SLOPE FLOOR 19 1 2" 35 1 2" 4'-0" 402 @ 8" O.C. 207 INLET SCHEDULE 12"x18" REDUCER OR INLINE DRAIN TOP SOIL 12" RISER PIPE (CUT TO FIT) DIA X12" TEE 18" GRATE 206INSTALLATION DROP IN GRATE 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com D2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner Inlet Schedule Inlet Design Point Inlet Type Inlet Size Inlet A6.1-A6.5 1 15" Circular Drop-In Grate 1501DI 15"D Inlet A8.1-A8.3 1 15" Circular Drop-In Grate 1501DI 15"D Inlet A6.1-A6.5 2 Area Inlet Neenan R-4370-27A Grate 38" Square Inlet B2-1 5 FC Combination Single Inlet E2 7 FC Combination Single Inlet D2 9 FC Combination Single Inlet B3 10 Area Inlet Neenan R-3409 Grate Single 205 COMBINATION INLET B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND 101 WATER QUALITY OUTLET STRUCTURE 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com D1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner Minimum 8" Thick Layer of CDOT No. 4 Aggregate Minimum 4" Perforated PVC Pipe (Optional Depending on Underlying Soil Conditions) 2" 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 2" Overflow Structure SCREEN PERFORATION TABLE A B C PIPE SIZE ROWS OF HOLES MAXIMUM HOLE DIAMETER HOLE PATTERN 105 PERFORATED PVC SUBDRAIN PIPE (RAIN GARDEN L3 ONLY) 18" 5" (MIN.) - 7" (MAX.) 1/4" 2 @ 120°± 5° 106 RAIN GARDEN L2 - PLANTER 102 RAIN GARDEN L3 - UNDERDRAIN DETAIL 104 BIORETENTION CROSS SECTION SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE ROCK WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER ROCK WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER ROCK WATTLE 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x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torm Line/Culvert Label Riprap Type Spec Length of Riprap (ft) Spec Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Storm A Type L 5.00 6.00 1.5 Storm B Type L 2.00 3.00 1.5 Storm C Type L 2.00 3.00 1.5 Storm D Type L 2.00 3.00 1.5 Storm E Type L 3.00 4.00 1.5 Storm F Type L 3.00 4.00 1.5 9FENCE SILT 8 RIPRAP SCHEDULE 2. TOTAL DISTURBED AREA = 3.21 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. REFER TO THE SEE SEPARATE FINAL STORM WATER MANAGMENT PLAN BY NORTHERN ENGINEERING SERVICES, DATED AUGUST 17, 2016 FOR ADDITIONAL INFORMATION. 6. SEE RIPRAP SCHEDULE ON SHEET EROS2 FOR RIPRAP SIZING. GENERAL NOTES: PROJECT DATUM: NAVD88 City of Fort Collins Benchmark 48-01 Approximately 1 2 mile south of Horsetooth Road, west of College Avenue at the entrance to Barnes and Noble Bookstore, in the northeast corner of their parking lot, on a concrete curb. Elevation: 5036.76 City of Fort Collins Benchmark 2-97 Approximately 150 feet west of 600 Skysail Lane, on the Northeast wingwall of the feeder canal to Warren Lake. Elevation: 5002.64 Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.19 BASIS OF BEARING: Basis of Bearing is the North line of the Northwest Quarter of Section 36, Township 7 North, Range 69 West as bearing South 89° 51' 02" East (assumed bearing). LEGEND: OUTLET PROTECTION OP TABLE OF CONSTRUCTION SEQUENCE AND BMP EROSION CONTROL NOTES: APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) 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 (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter MATCHLINE-SEE ABOVE MATCHLINE-SEE BELOW W S STORM DRAIN C SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK PRIVATE ACCESS ROAD FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL 5000 5005 5010 5015 5020 5025 5030 5000 5005 5010 5015 5020 5025 5030 9+00 10+00 11+00 12+00 13+00 14+00 28.31 LF 12" HDPE @ 0.40% 88.83 LF 12" HDPE @ 0.40% 78.00 LF 12" HDPE @ 0.40% 29.53 LF 12" HDPE @ 0.40% 44.30 LF 12" HDPE @ 0.40% 36.35 LF 12" HDPE @ 0.24% MH-F6 STA 12+68.97 FL. EL 5019.0± INV. IN 5013.08 (SW) INV. OUT 5013.08 (N) MH-F5 STA 12+24.67 FL. EL 5018.2± INV. IN 5012.90 (S) INV. OUT 5012.90 (E) MH-F4 STA 11+95.14 FL. EL 5017.6± INV. IN 5012.78 (W) INV. OUT 5012.78 (N) MH-F3 STA 11+17.14 FL. EL 5016.2± INV. IN 5012.47 (S) INV. OUT 5012.47 (N) OUTLET-F7 STA 13+05.32 FL. EL 5015.7± INV. OUT 5013.16 (NE) MH-F2 STA 10+28.31 FL. EL 5014.6± INV. IN 5012.11 (S) INV. OUT 5012.11 (N) FES-F1 STA 10+00.00 FL. EL 5013.2± INV. IN 5012.00 (S) EXISTING GROUND PROPOSED GROUND 8" PVC SANITARY STA.=12+44.67 INV.=5008.75 6" PVC WATER LINE STA=12+54.20 INV. 5010.92 18" (min.) MAX RELEASE RATE HGL 7.28' 6" PVC WATER LINE STA=10+18.29 INV. 5010.0 6" PVC WATER LINE STA=12+09.12 INV. 5010.7 18" (min.) PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP ST5 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 STORM LINE F CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ST5 PROFILE SCALE: SEE SHEET ST3 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A6 SEE SHEET ST2 STORM DRAIN A8 SEE SHEET ST2 STORM DRAIN B SEE SHEET ST3 5010 5015 5020 5025 5030 5035 5040 5010 5015 5020 5025 5030 5035 5040 9+00 10+00 11+00 12+00 13+00 14+00 15+00 20.34 LF 8" PVC @ 2.00% 17.65 LF 8" PERFORATED PVC @ 0.50% 108.69 LF 8" PVC @ 1.28% 13.13 LF 8" PERFORATED PVC @ 0.50% 42.95 LF 8" PVC @ 4.07% CO-C6 STA 12+02.76 FL. EL 5034.8± INV. IN 5032.93 (W) INV. OUT 5021.54 (N) CO-C5 STA 10+94.07 FL. EL 5023.6± INV. IN 5020.15 (S) INV. OUT 5020.15 (E) ST-C4 STA 10+51.12 FL. EL 5019.1± INV. IN 5018.40 (W) INV. OUT 5018.40 (E) BEND-C3 STA 10+33.47 FL. EL 5019.0± INV. IN 5018.31 (W) INV. OUT 5018.31 (NE) ST-C2 STA 10+20.34 FL. EL 5019.0± INV. IN 5018.25 (SW) INV. OUT 5018.25 (NE) FES-C1 STA 10+00.00 FL. EL 5018.6± INV. IN 5017.84 (SW) 8" PVC WATER LINE STA=10+62.97 INV. 5016.95 18" (min.) 5.18' 1.67 LF 8" PVC @ 0.40% 93.95 LF 6" WIDE TRENCH DRAIN @ 0.40% ST-C7 STA 12+04.43 RIM 5034.78± INV. IN 5032.93 (S) INV. OUT 5032.93 (E) ST-C8 STA 12+98.38 RIM 5033.9± INV. IN 5033.31 (W) INV. OUT 5033.31 (N) 17.95 LF 8" PVC @ 0.40% 25.92 LF 8" PVC @ 0.40% 62.54 LF 6" WIDE TRENCH DRAIN @ 0.40% 70.49 LF 6" WIDE TRENCH DRAIN @ 0.40% ST-C8 STA 12+98.38 RIM 5033.9± INV. IN 5033.31 (W) INV. OUT 5033.31 (N) ST-C8 STA 12+98.38 RIM 5033.9± INV. IN 5033.31 (W) INV. OUT 5033.31 (N) ST-C8 STA 12+98.38 RIM 5034.77± INV. IN 5033.31 (W) INV. OUT 5033.31 (N) ST-C9 STA 13+16.33 RIM 5034.41± INV. IN 5033.38 (S) INV. OUT 5033.38 (E) ST-C10 STA 13+78.87 RIM 5034.63± INV. IN 5033.63 (S) INV. OUT 5033.63 (N) ST-C11 STA 14+04.79 RIM 5034.764± INV. IN 5033.73 (S) INV. OUT 5033.73 (N) ST-C12 STA 14+75.28 RIM 5034.77± INV. OUT 5034.02 (N) EXISTING GROUND 100-YR HGL PROPOSED GROUND 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET ST4 CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R STORM LINE C ST4 PROFILE SCALE: E E 6" W 6" W 6" W 6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS W STORM DRAIN F SEE SHEET ST5 STORM DRAIN C SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL PRIVATE ACCESS ROAD 5005 5010 5015 5020 5025 5005 5010 5015 5020 5025 11+00 10+00 9+50 31.24 LF 8" PVC @ 5.00% FES-D1 STA 10+00.00 FL. EL 5015.1± INV. IN 5013.86 (W) INLET-D2 STA 10+31.24 FL. EL 5020.3± INV. OUT 5015.42 (E) EXISTING GROUND PROPOSED GROUND 100-YR HGL X X G G G G CTV CTV CTV CTV CTV CTV T T T T T T CTV CTV CTV T T T X S UD STORM DRAIN B SEE THIS SHEET WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: JAXF LLC 5015 5020 5025 5030 5035 5015 5020 5025 5030 5035 12+00 11+00 10+00 9+50 26.91 LF 12" PVC @ 2.50% 144.88 LF 8" PVC ROOF DRAIN @ 2.00% ST-E3 STA 11+71.79 FL. EL 5024.8± INV. OUT 5024.07 (E) INLET-E2 STA 10+26.91 FL. EL 5024.5± INV. IN 5021.17 (W) INV. OUT 5021.17 (SE) FES-E1 STA 10+00.00 FL. EL 5021.9± INV. IN 5020.50 (NW) PROPOSED GROUND EXISTING GROUND 100-YR HGL 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET KEYMAP ST3 CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 STORM LINE B STORM LINE D CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R ST3 STORM LINE E ST3 PROFILE SCALE: PROFILE SCALE: PROFILE SCALE: INLET-A8.3 STA 11+22.89 FL. EL 5024.9± INV. OUT 5019.67 (N) 76.49 LF 10" @ 2.59% 23.20 LF 10" PERFORATED @ 0.50% 23.20 LF 10" PERFORATED @ 0.50% 100-YR HGL 8" PVC SANITARY STA.=10+10.00 INV.=5012.36 EXISTING GROUND PROPOSED GROUND 5010 5015 5020 5025 5030 5010 5015 5020 5025 5030 12+25 12+00 11+00 10+00 9+75 PROPOSED GROUND EXISTING GROUND 100-YR HGL INLET-A6.5 STA 11+78.21 FL. EL 5024.4± INV. OUT 5019.67 (S) 25.00 LF PERFORATED 10" @ 0.50% INLET-A6.4 STA 11+53.21 FL. EL 5024.4± INV. IN 5019.54 (N) INV. OUT 5019.54 (S) 25.00 LF PERFORATED 10" @ 0.50% INLET-A6.3 STA 11+28.21 FL. EL 5024.4± INV. IN 5019.42 (N) INV. OUT 5019.42 (S) 25.04 LF PERFORATED 10" @ 0.50% INLET-A6.2 STA 11+03.17 FL. EL 5024.4± INV. IN 5019.29 (N) INV. OUT 5019.29 (S) 26.79 LF PERFORATED 10" @ 0.50% INLET-A6.1 STA 10+76.39 FL. EL 5024.4± INV. IN 5019.16 (N) INV. OUT 5019.16 (E) 76.39 LF 10" @ 2.58% INLET-A6 STA 12+63.89 FL. EL 5021.0± INV. IN 5015.64 (S) INV. IN 5017.19 (W) INV. OUT 5015.64 (N) 8" PVC SANITARY STA.=10+10.00 INV.=5011.99 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET KEYMAP ST2 CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 STORM LINE A6 STORM LINE A8 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R ST2 PROFILE SCALE: PROFILE SCALE: INV. OUT 5016.38 (N) OUTLET-A10 STA 13+66.05 FL. EL 5017.8± INV. IN 5016.47 (E) INV. OUT 5016.47 (W) OUTLET-A11 STA 13+87.55 FL. EL 5017.8± INV. OUT 5016.57 (W) PROPOSED GROUND EXISTING GROUND 8.00 LF 18" PERFORATED PVC @ 0.50% 23.96 LF 18" PERFORATED PVC @ 0.50% ST-A7 STA 12+87.85 FL. EL 5017.4± INV. IN 5015.76 (S) INV. OUT 5015.76 (N) ST-A5 STA 12+33.85 FL. EL 5016.0± INV. IN 5014.38 (S) INV. OUT 5014.38 (N) 100-YR HGL 8" PVC SANITARY STA.=11+10.38 INV.=5009.61 10.45" 4.50' 8" PVC WATER LINE STA=11+60.71 INV. F UD UD UD UD S W FDC S W S E E E E E " W 6" W 6" W 6" W 6" W CTV CTV CTV CTV CTV T T T T T T 8" SS 6" W 6" W 6" W STORM DRAIN C SEE SHEET ST4 STORM DRAIN B SEE SHEET ST3 STORM DRAIN A6 SEE SHEET ST2 STORM DRAIN A8 SEE SHEET ST2 SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: JOHNSON LEWIS MELVIN SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: HDAH LLC PRIVATE ACCESS ROAD 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET ST1 CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 KEYMAP STORM LINE A ST1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R PROFILE SCALE: E E E T T T T E E E E E 6" W 6" W 6" W 6" W 6" W 6" W CTV CTV CTV CTV CTV T T T T T CTV T T 8" SS 8" SS 8" SS 8" SS 8" SS S 8" W 8" W 8" W 8" W JOHN F. KENNEDY PARKWAY 6" W 8" W 8" W F UD UD S W FDC S W S STORM DRAIN A SEE SHEET ST1 STORM DRAIN A6 SEE SHEET ST2 STORM DRAIN A8 SEE SHEET ST2 STORM DRAIN E SEE SHEET ST3 STORM DRAIN B SEE SHEET ST3 STORM DRAIN C SEE SHEET ST4 STORM DRAIN D SEE SHEET ST3 STORM DRAIN F SEE SHEET ST5 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com SAN CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL 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. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. ALL SANITARY MANHOLES TO BE 4'Ø 9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT LOT LINE EASEMENT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE PROPOSED STORM MANHOLE PROPOSED STORM INLET PROPOSED RIGHT OF WAY S KEYMAP ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SANITARY SEWER PROFILE SCALE: RIGHT OF WAY VARIES WING 2 WING 1 DETENTION POND B EX. 6' UTILITY EASEMENT 30' EMERGENCY ACCESS EASEMENT 15' UTIL. ESMT. RAIN GARDEN RAIN GARDEN INLET INLET INLET (TYP.) TRENCH DRAIN TRENCH DRAIN EXISTING HYDRANT 6" SEWER SERVICE AT MIN 2% FROM MAIN N:112414.34 E:195918.43 N:112414.40 E:195963.25 N:112134.82 E:195963.66 N:112074.58 E:195841.45 N:112112.72 E:195820.71 N:112195.94 E:195710.90 N:112330.79 E:195710.45 30' EMERGENCY ACCESS AND UTILITY EASEMENT 24' EMERGENCY ACCESS AND UTILITY EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT 8" PVC SEWER INLET PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC TRANSFORMER 50' NATURAL HABITAT BUFFER SANITARY SEWER MANHOLE SAND OIL SEPARATOR APPROX. LOCATION SEE MEP PLANS STORM DRAIN A8 SEE SHEET ST2 STORM DRAIN B SEE SHEET ST3 STORM DRAIN E SEE SHEET ST3 SANITARY SEWER SEE SHEET SAN 17.5' DRAINAGE AND UTILITY EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT U2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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 UTILITIES 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 AND 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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS SPECIFICALLY APPROVED BY THE CITY. 9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE PROPOSED RESIDENTIAL WATER SERVICE EXISTING GAS METER MATCHLINE-SEE SHEET U1 U2 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W 6" W 6" W 6" W F U D UD UD UD UD W FDC S W S FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: JOHNSON LEWIS MELVIN SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK WING 1 DETENTION POND A 15' UTIL. ESMT. PROPOSED R.O.W. WIDTH VARIES DRAINAGE EASEMENT BY SEPARATE DOCUMENT RETAINING WALL 2.5' HEIGHT RAIN GARDEN RAIN GARDEN RAIN GARDEN RAIN GARDEN EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER EXISTING SANITARY SEWER MANHOLE TIE INTO EXISTING SANITARY SEWER MANHOLE INLET INLET (TYP.) INLET TRENCH DRAIN 8" SEWER SERVICE AT MIN 2% FROM MAIN (RESIDENTIAL) 6" FIRELINE 8" PVC SEWER SANITARY SEWER MANHOLE EXISTING HYDRANT EXISTING HYDRANT EXISTING HYDRANT FIRE DEPARTMENT CONNECTION 4" WATER SERVICE (RESIDENTIAL) 1.5" WATER SERVICE (COMMERCIAL) N:112776.47 E:195728.43 N:112472.85 E:195720.50 N:112537.39 E:195728.01 N:112645.80 E:195728.01 24' EMERGENCY ACCES AND UTILITY EASEMENT 26' EMERGENCY ACCESS AND UTILITY EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT EX. 20' SANITARY SEWER EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT PROPOSED FIRE HYDRANT 134.50 LF 8" PVC S00°22'11"E 77.90 LF 8" PVC N89°37'24"E 8.59 LF 8" PVC S45°25'35"E EX. UTILITY, ACCESS & DRAINAGE EASEMENT 34.65 LF 8" PVC S89°31'25"W 25' ACCESS EASEMENT BY SEPARATE DOCUMENT RELOCATED ELECTRIC TRANSFORMER 45° BEND W/ TB N:112642.64 E:195864.08 45° BEND W/ TB N:112631.77 E:195875.11 45° BEND W/ TB N:112642.13 E:195786.18 45° BEND W/ TB N:112654.05 E:195774.11 CONNECT TO EX. 6" WATER 8" WET TAPPING SADDLE W/ TB & 1-8" GV (S) N:112788.55 E:195773.25 90° BEND W/ TB N:112562.71 E:195875.68 TAP INTO EX. 6" WATER 6"X8" TEE W/ TB 8"X6" REDUCER (E) & 8" GV (W) N:112563.00 E:195910.34 SAND OIL SEPARATOR APPROX. LOCATION SEE MEP PLANS STORM DRAIN C SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A6 SEE SHEET ST2 STORM DRAIN D SEE SHEET ST3 STORM DRAIN F SEE SHEET ST5 WATER LINE LOWERING SEE DETAIL ON SHEET D6 SANITARY SEWER SEE SHEET SAN 4" SEWER SERVICE AT MIN 2% FROM MAIN (COMMERCIAL) 4" WATER METER VAULT SEE DETAIL ON PAGE D7 1.5" METER PIT SEE DETAIL ON SHEET D7 DRAINAGE EASEMENT DRAINAGE EASEMENT 17.5' UTILITY AND DRAINAGE EASEMENT 6.90 LF 8" PVC S45°25'35"E 59.15 LF 8" PVC S00°28'34"E 9.91 LF 8" PVC S00°28'34"E 8"X6" SWIVEL TEE W/ TB 1-6" GV (W) & FH ASSEMBLY N:112637.80 E:195868.99 WATER LINE LOWERING SEE DETAIL ON SHEET D6 T T T T T T T T T T T T E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W ST T T T T EXISTING DETENTION EX. 20' WATERMAIN EASEMENT FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL EX. 20' WATERMAIN EASEMENT EX. UTILITY, ACCESS, & DRAINAGE EASEMENT STORM DRAIN F SEE SHEET ST5 U1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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 UTILITIES 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 AND 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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS SPECIFICALLY APPROVED BY THE CITY. 9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE PROPOSED RESIDENTIAL WATER SERVICE EXISTING GAS METER MATCHLINE-SEE SHEET U2 MATCHLINE-SEE LEFT MATCHLINE-SEE RIGHT U1 WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: JAXF LLC LANDINGS BAY FDP OWNER: LANDINGS BAY FORT COLLINS CONDOMINIUM ASSOCIATION JOHN F. KENNEDY PARKWAY RIGHT OF WAY VARIES WING 2 WING 1 DETENTION POND B RETAINING WALL SEE LANDSCAPE PLAN INLET N:112414.34 E:195918.43 FND 1 1 2" AC LS 15660, JOY N:112414.40 E:195963.25 FND #5 REBAR W/OPC LS 7361 BELL N:112134.82 E:195963.66 FND #5 AND #4 REBAR NO CAP N:112074.58 E:195841.45 FND #5 REBAR W/RPC LS 16828 BELL N:112112.72 E:195820.71 FND #5 REBAR W/RPC LS 16828 BELL N:112195.94 E:195710.90 FND #5 REBAR W/OPC ILLEGIBLE N:112330.79 E:195710.45 FND #5 REBAR W/RPC LS 16828 BELL CURB CUT CURB CUT 50' NATURAL HABITAT BUFFER TOP OF BANK EX. 6' UTILITY EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT 30' EMERGENCY ACCESS & UTILITY EASEMENT 24' EMERGENCY ACCESS & UTILITY EASEMENT DRAINAGE EASEMENT OVERFLOW WEIR G2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP LEGEND: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCE. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 6. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED STORM INLET EXISTING SPOT ELEVATION PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY POROUS LANDSCAPE DETENTION MATCHLINE-SEE SHEET G1 G2 S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W 6" W 6" W 6" W RETAINING WALL SEE LANDSCAPE PLAN RAIN GARDEN L3 RAIN GARDEN L1 RAIN GARDEN L2 INLET INLET (TYP.) INLET TRENCH DRAIN FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: JOHNSON LEWIS MELVIN SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK WING 1 DETENTION POND A RETAINING WALL 5.5' MAX HEIGHT TO BE DESIGNED BY STRUCTURAL ENGINEER RETAINING WALL SEE LANDSCAPE PLAN RETAINING WALL ALONG STAIRS N:112776.47 E:195728.43 FND #5 REBAR W/OPC LS 7361 BELL N:112472.85 E:195720.50 FND #5 REBAR W/RPC LS 16828 BELL N:112537.39 E:195728.01 FND #5 REBAR W/RPC LS 16828 BELL N:112645.80 E:195728.01 FND #5 REBAR W/OPC ILLEGIBLE CURB CUT CURB CUT CURB CUT WEIR OVERFLOW EX. 20' WATERLINE EASEMENT 15' UTIL. ESMT. PROPOSED R.O.W. WIDTH VARIES DRAINAGE EASEMENT BY SEPARATE DOCUMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT EX. 20' SANITARY SEWER EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT EX. UTILITY, ACCESS & DRAINAGE EASEMENT 25' ACCESS EASEMENT BY SEPARATE DOCUMENT 24' EMERGENCY ACCESS & UTILITY EASEMENT 26' EMERGENCY ACCESS & UTILITY EASEMENT 24' EMERGENCY ACCESS & UTILITY EASEMENT 17.5' DRAINAGE & UTILITY EASEMENT T T T T T T T T T T T T E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W ST T T T T PROPOSED STORM SEWER FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL EXISTING DETENTION EX. UTILITY, ACCESS, & DRAINAGE EASEMENT EX. 20' WATERLINE EASEMENT EX. 20' WATERMAIN EASEMENT EX. 20' WATERMAIN EASEMENT G1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 LEGEND: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCE. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 6. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED STORM INLET EXISTING SPOT ELEVATION PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY POROUS LANDSCAPE DETENTION KEYMAP MATCHLINE-SEE SHEET G2 MATCHLINE-SEE LEFT MATCHLINE-SEE RIGHT G1 FIRE LANE" SIGN T P2 2' CC 2' CC TRASH ENCLOSURE "NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN 1 TRAIL "NO PARKING FIRE LANE" SIGN 17' 17' 9' 9' 10' PARKWAY 8'17' 9' RAIN GARDEN HCR HCR HCR TRASH ENCLOSURE WITH 16.5" x 16.5" REINFORCING MESH 8' (MIN.) 15' 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP RIGHT-OF-WAY LEGEND: PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS, WALKS, AND PAVEMENT SECTIONS. 3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 4. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 5. FINAL EXTENTS OF FIRE LANE MARKINGS AND FINAL LOCATIONS OF "NO PARKING/FIRE LANE" SIGNS TO BE DETERMINED IN THE FIELD BY THE OWNER AND THE POUDRE FIRE AUTHORITY. 6. ALL DRIVE SURFACES WITHIN FIRE LANES SHALL BE DESIGNED TO ACCOMMODATE FREQUENT HEAVY TRUCK TRAFFIC LOADINGS. 7. GARAGE APRONS SHALL BE PAVED WITH CONCRETE AND TYPICALLY GRADED AWAY FROM GARAGE TO A GRADE BREAK LINE AT THE EDGE OF THE PRIVATE DRIVE SECTION. EASEMENT LINE LIGHT DUTY PAVING (PRIVATE) CONCRETE FLATWORK PROPOSED CHASE PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER HEAVY DUTY PAVING (PRIVATE) 1 VERTICAL CURB AND GUTTER 2 1.5' INFALL CURB AND GUTTER 3 1.5' OUTFALL CURB AND GUTTER PX X' PAN CURB AND GUTTER LEGEND: CONCRETE PAVING TTRANSITION CURB OUTFALL CURB AND GUTTER CCCUT CURB DESIGNER FLATWORK HCRRAMP HANDICAP PV2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET PV1 PV2 PARKING STRIPE (TYP.) INLET 2' CC 2' CC " NO PARKING FIRE LANE" SIGN "NO PARKING FIRE LANE" SIGN TRASH ENCLOSURE WITH 16.5" x 16.5" REINFORCING MESH 1 1 17' 9' 15' 15' 8' 17' 9' 17' 17' 9' 9' 10' PARKWAY 17' 9' 17' 9' 8' HCR HCR HCR HCR HCR 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP RIGHT-OF-WAY LEGEND: PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS, WALKS, AND PAVEMENT SECTIONS. 3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 4. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 5. FINAL EXTENTS OF FIRE LANE MARKINGS AND FINAL LOCATIONS OF "NO PARKING/FIRE LANE" SIGNS TO BE DETERMINED IN THE FIELD BY THE OWNER AND THE POUDRE FIRE AUTHORITY. 6. ALL DRIVE SURFACES WITHIN FIRE LANES SHALL BE DESIGNED TO ACCOMMODATE FREQUENT HEAVY TRUCK TRAFFIC LOADINGS. 7. GARAGE APRONS SHALL BE PAVED WITH CONCRETE AND TYPICALLY GRADED AWAY FROM GARAGE TO A GRADE BREAK LINE AT THE EDGE OF THE PRIVATE DRIVE SECTION. EASEMENT LINE LIGHT DUTY PAVING (PRIVATE) CONCRETE FLATWORK PROPOSED CHASE PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER HEAVY DUTY PAVING (PRIVATE) 1 VERTICAL CURB AND GUTTER 2 1.5' INFALL CURB AND GUTTER 3 1.5' OUTFALL CURB AND GUTTER PX X' PAN CURB AND GUTTER LEGEND: CONCRETE PAVING TTRANSITION CURB OUTFALL CURB AND GUTTER CCCUT CURB DESIGNER FLATWORK HCRRAMP HANDICAP PV1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET PV2 PV1 1 2" AC LS 15660, JOY N:112 E:195 FND LS 73 N:112134.82 E:195963.66 FND #5 AND #4 NO CAP N:112074.58 E:195841.45 FND #5 REBAR W/RPC LS 16828 BELL N:112112.72 E:195820.71 FND #5 REBAR W/RPC LS 16828 BELL N:112195.94 E:195710.90 FND #5 REBAR W/OPC ILLEGIBLE N:112330.79 E:195710.45 FND #5 REBAR W/RPC LS 16828 BELL EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. CONCRETE DRAINAGE PAN EX. CONCRETE DRAINAGE PAN STAIRS RETAINING WALLS 50' NATURAL HABITAT BUFFER TOP OF BANK BIKE RACK BIKE RACK SEAT WALL SEE LANDSCAPE PLAN SEAT WALL SEE LANDSCAPE PLAN RAISED PLANTERS SEE LANDSCAPE PLAN RAISED PLANTERS SEE LANDSCAPE PLAN DRAINAGE EASEMENT RAISED PLANTERS SEE LANDSCAPE PLAN LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 LENGTH 14.22' 135.00' 22.24' 23.95' 27.06' 1.18' 15.01' 54.00' 14.00' 2.96' 67.74' 14.00' 105.00' 14.00' 9.41' 14.00' 54.00' 14.00' 14.72' 2.49' 2.64' 15.00' 146.83' 159.12' 4.64' 22.89' 2.37' 15.47' BEARING S89°37'48.52"W S00°22'11.48"E N89°37'48.52"E S00°22'07.68"E N00°22'11.48"W N89°47'34.22"E S00°22'11.48"E N89°36'44.70"E N00°22'11.48"W N89°35'26.68"E S00°28'34.42"E S89°31'25.58"W S00°28'34.42"E N89°31'25.58"E S00°28'34.42"E S89°31'25.58"W S00°28'34.42"E N89°31'25.58"E S00°28'34.42"E S89°31'25.58"W N89°31'25.58"E S00°28'34.42"E S89°31'25.58"W N89°31'25.58"E S00°07'48.02"E S43°49'45.69"W N00°07'48.02"W N30°18'53.71"W LINE TABLE LINE L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 LENGTH 13.44' 18.00' 14.00' 5.17' 11.00' 13.71' 11.00' 0.08' 14.00' 108.00' 14.00' 21.00' 14.00' 27.00' 14.00' 3.00' 14.00' 90.00' 14.00' 48.83' 0.11' 14.00' 72.00' 12.00' 0.25' 7.00' 12.00' 88.00' BEARING N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W S89°37'48.52"W N00°22'11.48"W S89°37'48.52"W S00°22'11.48"E S89°37'48.52"W N00°22'11.48"W N89°37'48.52"E N00°22'11.48"W LINE TABLE LINE L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 LENGTH 12.00' 12.44' 1.06' 14.00' 72.00' 14.00' 20.57' 16.96' 108.00' 17.43' 110.12' 2.47' 11.92' 13.58' 12.00' 0.25' 24.00' 5.73' 12.00' 8.09' 2.00' 14.05' 2.47' 50.00' 59.51' 40.80' 7.08' 105.39' BEARING S89°37'48.52"W N00°22'11.48"W S89°50'52.85"E S00°09'07.15"W S89°50'52.85"E N00°09'07.15"E S89°50'52.85"E S89°37'25.71"W S00°22'34.29"E N89°37'25.71"E S00°37'31.31"E N00°07'48.02"W S82°45'57.57"E N63°45'37.95"E N26°14'22.05"W N63°45'37.95"E N26°14'22.05"W S63°45'37.95"W N26°14'22.05"W S63°45'37.95"W N48°32'13.28"W S86°16'06.20"E S00°07'48.02"E N00°07'48.02"W N00°07'48.02"W N06°59'08.02"E N00°10'55.62"E N00°10'55.62"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 DELTA 74°39'33" 104°57'56" 90°00'04" 90°09'46" 89°50'14" 89°57'38" 89°55'59" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°21'21" 89°42'38" 90°20'46" 30°11'06" 119°50'19" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" RADIUS 25.00' 2.00' 3.00' 2.00' 2.00' 3.00' 3.00' 3.00' 3.00' 3.00' 3.00' 10.00' 10.00' 10.00' 15.00' 15.00' 10.00' 25.00' 3.00' 3.00' 1.00' 1.00' 3.00' 3.00' 3.00' 3.00' 3.00' LENGTH 32.58' 3.66' 4.71' 3.15' 3.14' 4.71' 4.71' 4.71' 4.71' 4.71' 4.71' 15.71' 15.71' 15.71' 23.66' 23.49' 15.77' 13.17' 6.27' 4.71' 1.57' 1.57' 4.71' 4.71' 4.71' 4.71' 4.71' BEARING S52°39'54"E S37°08'51"W S45°22'10"E N44°42'41"E S45°17'19"E N44°36'38"E S45°26'34"E S44°31'26"W S45°28'34"E S44°31'26"W S45°28'34"E S44°31'26"W S45°28'34"E S44°31'26"W N45°17'54"W N44°40'07"E S45°18'11"E N15°13'21"W N29°36'16"E N45°28'34"W N44°31'26"E N45°28'34"W N44°31'26"E N45°28'34"W N44°31'26"E N45°28'34"W N44°31'26"E CHORD 30.32' 3.17' 4.24' 2.83' 2.82' 4.24' 4.24' 4.24' 4.24' 4.24' 4.24' 14.14' 14.14' 14.14' 21.28' 21.16' 14.18' 13.02' 5.19' 4.24' 1.41' 1.41' 4.24' 4.24' 4.24' 4.24' 4.24' CURVE TABLE CURVE C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 DELTA 90°00'00" 89°53'37" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°31'19" 90°00'00" 90°00'00" 89°13'22" 104°04'42" 89°38'21" 4°14'14" 93°07'36" 56°31'36" 90°00'00" 90°00'00" 22°17'51" 37°43'53" 87°58'39" 1°50'20" 21°49'22" 21°49'22" 20°21'02" 7°06'56" 6°48'12" RADIUS 3.00' 15.00' 1.00' 3.00' 9.00' 3.00' 3.00' 5.00' 3.00' 3.00' 10.00' 2.00' 3.00' 58.00' 3.00' 43.00' 3.00' 3.00' 97.00' 99.00' 3.00' 82.00' 56.00' 56.00' 50.00' 990.00' 1010.00' LENGTH 4.71' 23.53' 1.57' 4.71' 14.14' 4.71' 4.71' 7.90' 4.71' 4.71' 15.57' 3.63' 4.69' 4.29' 4.88' 42.42' 4.71' 4.71' 37.75' 65.20' 4.61' 2.63' 21.33' 21.33' 17.76' 122.95' 119.93' BEARING N45°28'34"W N45°25'23"W N45°22'11"W S44°37'49"W N45°22'11"W N44°37'49"E N45°22'11"W N44°53'28"E S44°50'53"E N45°09'07"E S45°14'12"E N37°35'04"E N45°33'24"W N01°59'19"E N50°40'14"E N35°29'50"E N18°45'38"E N71°14'22"W S52°36'42"W S22°35'50"W S42°16'47"E S00°47'22"W N09°18'33"E N09°18'33"E N10°02'43"E N03°25'40"E N03°35'02"E CHORD 4.24' 21.19' 1.41' 4.24' 12.73' 4.24' 4.24' 7.10' 4.24' 4.24' 14.05' 3.15' 4.23' 4.29' 4.36' 40.72' 4.24' 4.24' 37.51' 64.02' 4.17' 2.63' 21.20' 21.20' 17.67' 122.87' 119.86' HC2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. 5. 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. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCHLINE-SEE SHEET HC1 HC2 BY SEPARATE DOCUMENT RAIN GARDEN DETENTION POND A 30'X10' CONCRETE PAD BUS STOP TO BE UPGRADED TO MEET CURRENT TYPE 3 STANDARDS TRASH ENCLOSURE N:112776.47 E:195728.43 FND #5 REBAR W/OPC LS 7361 BELL N:112472.85 E:195720.50 FND #5 REBAR W/RPC LS 16828 BELL N:112537.39 E:195728.01 FND #5 REBAR W/RPC LS 16828 BELL N:112645.80 E:195728.01 FND #5 REBAR W/OPC ILLEGIBLE EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT EX. 20' SANITARY SEWER EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT EX. UTILITY, ACCESS & DRAINAGE EASEMENT EX. CONCRETE DRAINAGE PAN 25' ACCESS EASEMENT BY SEPARATE DOCUMENT TIE PROPOSED SIDEWALK INTO EXISTING SIDEWALK 6.5' SIDEWALK BOULDERS (REQUIRED FOR DETENTION VOLUME) DRAINAGE EASEMENT OVERFLOW WEIR UTILITY EASEMENT RAISED PLANTERS SEE LANDSCAPE PLAN 17.5' DRAINAGE & UTILITY EASEMENT SEAT WALL SEE LANDSCAPE PLAN LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 LENGTH 14.22' 135.00' 22.24' 23.95' 27.06' 1.18' 15.01' 54.00' 14.00' 2.96' 67.74' 14.00' 105.00' 14.00' 9.41' 14.00' 54.00' 14.00' 14.72' 2.49' 2.64' 15.00' 146.83' 159.12' 4.64' 22.89' 2.37' 15.47' BEARING S89°37'48.52"W S00°22'11.48"E N89°37'48.52"E S00°22'07.68"E N00°22'11.48"W N89°47'34.22"E S00°22'11.48"E N89°36'44.70"E N00°22'11.48"W N89°35'26.68"E S00°28'34.42"E S89°31'25.58"W S00°28'34.42"E N89°31'25.58"E S00°28'34.42"E S89°31'25.58"W S00°28'34.42"E N89°31'25.58"E S00°28'34.42"E S89°31'25.58"W N89°31'25.58"E S00°28'34.42"E S89°31'25.58"W N89°31'25.58"E S00°07'48.02"E S43°49'45.69"W N00°07'48.02"W N30°18'53.71"W LINE TABLE LINE L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 LENGTH 13.44' 18.00' 14.00' 5.17' 11.00' 13.71' 11.00' 0.08' 14.00' 108.00' 14.00' 21.00' 14.00' 27.00' 14.00' 3.00' 14.00' 90.00' 14.00' 48.83' 0.11' 14.00' 72.00' 12.00' 0.25' 7.00' 12.00' 88.00' BEARING N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W N89°31'25.58"E N00°28'34.42"W S89°31'25.58"W N00°28'34.42"W S89°37'48.52"W N00°22'11.48"W S89°37'48.52"W S00°22'11.48"E S89°37'48.52"W N00°22'11.48"W N89°37'48.52"E N00°22'11.48"W LINE TABLE LINE L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 LENGTH 12.00' 12.44' 1.06' 14.00' 72.00' 14.00' 20.57' 16.96' 108.00' 17.43' 110.12' 2.47' 11.92' 13.58' 12.00' 0.25' 24.00' 5.73' 12.00' 8.09' 2.00' 14.05' 2.47' 50.00' 59.51' 40.80' 7.08' 105.39' BEARING S89°37'48.52"W N00°22'11.48"W S89°50'52.85"E S00°09'07.15"W S89°50'52.85"E N00°09'07.15"E S89°50'52.85"E S89°37'25.71"W S00°22'34.29"E N89°37'25.71"E S00°37'31.31"E N00°07'48.02"W S82°45'57.57"E N63°45'37.95"E N26°14'22.05"W N63°45'37.95"E N26°14'22.05"W S63°45'37.95"W N26°14'22.05"W S63°45'37.95"W N48°32'13.28"W S86°16'06.20"E S00°07'48.02"E N00°07'48.02"W N00°07'48.02"W N06°59'08.02"E N00°10'55.62"E N00°10'55.62"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 DELTA 74°39'33" 104°57'56" 90°00'04" 90°09'46" 89°50'14" 89°57'38" 89°55'59" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°21'21" 89°42'38" 90°20'46" 30°11'06" 119°50'19" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" RADIUS 25.00' 2.00' 3.00' 2.00' 2.00' 3.00' 3.00' 3.00' 3.00' 3.00' 3.00' 10.00' 10.00' 10.00' 15.00' 15.00' 10.00' 25.00' 3.00' 3.00' 1.00' 1.00' 3.00' 3.00' 3.00' 3.00' 3.00' LENGTH 32.58' 3.66' 4.71' 3.15' 3.14' 4.71' 4.71' 4.71' 4.71' 4.71' 4.71' 15.71' 15.71' 15.71' 23.66' 23.49' 15.77' 13.17' 6.27' 4.71' 1.57' 1.57' 4.71' 4.71' 4.71' 4.71' 4.71' BEARING S52°39'54"E S37°08'51"W S45°22'10"E N44°42'41"E S45°17'19"E N44°36'38"E S45°26'34"E S44°31'26"W S45°28'34"E S44°31'26"W S45°28'34"E S44°31'26"W S45°28'34"E S44°31'26"W N45°17'54"W N44°40'07"E S45°18'11"E N15°13'21"W N29°36'16"E N45°28'34"W N44°31'26"E N45°28'34"W N44°31'26"E N45°28'34"W N44°31'26"E N45°28'34"W N44°31'26"E CHORD 30.32' 3.17' 4.24' 2.83' 2.82' 4.24' 4.24' 4.24' 4.24' 4.24' 4.24' 14.14' 14.14' 14.14' 21.28' 21.16' 14.18' 13.02' 5.19' 4.24' 1.41' 1.41' 4.24' 4.24' 4.24' 4.24' 4.24' CURVE TABLE CURVE C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 DELTA 90°00'00" 89°53'37" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°31'19" 90°00'00" 90°00'00" 89°13'22" 104°04'42" 89°38'21" 4°14'14" 93°07'36" 56°31'36" 90°00'00" 90°00'00" 22°17'51" 37°43'53" 87°58'39" 1°50'20" 21°49'22" 21°49'22" 20°21'02" 7°06'56" 6°48'12" RADIUS 3.00' 15.00' 1.00' 3.00' 9.00' 3.00' 3.00' 5.00' 3.00' 3.00' 10.00' 2.00' 3.00' 58.00' 3.00' 43.00' 3.00' 3.00' 97.00' 99.00' 3.00' 82.00' 56.00' 56.00' 50.00' 990.00' 1010.00' LENGTH 4.71' 23.53' 1.57' 4.71' 14.14' 4.71' 4.71' 7.90' 4.71' 4.71' 15.57' 3.63' 4.69' 4.29' 4.88' 42.42' 4.71' 4.71' 37.75' 65.20' 4.61' 2.63' 21.33' 21.33' 17.76' 122.95' 119.93' BEARING N45°28'34"W N45°25'23"W N45°22'11"W S44°37'49"W N45°22'11"W N44°37'49"E N45°22'11"W N44°53'28"E S44°50'53"E N45°09'07"E S45°14'12"E N37°35'04"E N45°33'24"W N01°59'19"E N50°40'14"E N35°29'50"E N18°45'38"E N71°14'22"W S52°36'42"W S22°35'50"W S42°16'47"E S00°47'22"W N09°18'33"E N09°18'33"E N10°02'43"E N03°25'40"E N03°35'02"E CHORD 4.24' 21.19' 1.41' 4.24' 12.73' 4.24' 4.24' 7.10' 4.24' 4.24' 14.05' 3.15' 4.23' 4.29' 4.36' 40.72' 4.24' 4.24' 37.51' 64.02' 4.17' 2.63' 21.20' 21.20' 17.67' 122.87' 119.86' HC1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT 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. 5. 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. 6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCHLINE-SEE SHEET HC2 HC1 CTV CTV CTV T T T X 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 6" W 6" W 6" W DRAINAGE EASEMENT UTILITY EASEMENT SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: JOHNSON LEWIS MELVIN SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: HDAH LLC WHARF AT THE LANDINGS PUD PHASE 2 REPLAT OWNER: JAXF LLC DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC # __________ 25' ACCESS EASEMENT BY SEPARATE DOCUMENT REC # __________ 20' SANITARY SEWER EASEMENT PER FORT COLLINS NATIONAL BANK FIRST FILING 20' WATER MAIN EASEMENT PER FORT COLLINS NATIONAL BANK FIRST FILING 26' EMERGENCY ACCESS & UTILITY EASEMENT 24' EMERGENCY ACCESS & UTILITY EASEMENT 15' UTILITY EASEMENT 24' EMERGENCY ACCESS & UTILITY EASEMENT 17.5' DRAINAGE & UTILITY EASEMENT 13.5' UTILITY & ACCESS EASEMENT PER BOOK 2033, PAGE 732 13.5' UTILITY & ACCESS EASEMENT PER BOOK 2033, PAGE 73213.5' 30' EMERGENCY ACCESS & UTILITY EASEMENT 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP RIGHT-OF-WAY LEGEND: NOTES: 1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. EASEMENT LINE DRAINAGE EASEMENT UTILITY EASEMENT EMERGENCY ACCESS & UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT PROPERTY LINE EAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 FND 1 1 2" AC LS 15660, JOY N:112414.40 E:195963.25 FND #5 REBAR W/OPC LS 7361 BELL N:112134.82 E:195963.66 FND #5 AND #4 REBAR NO CAP N:112074.58 E:195841.45 FND #5 REBAR W/RPC LS 16828 BELL N:112112.72 E:195820.71 FND #5 REBAR W/RPC LS 16828 BELL N:112195.94 E:195710.90 FND #5 REBAR W/OPC ILLEGIBLE N:112330.79 E:195710.45 FND #5 REBAR W/RPC LS 16828 BELL EX. 13.5' UTILITY & ACCESS EASEMENT EXISTING GASLINE REMOVE EXISTING "AVAILABLE" SIGN DEMO EXISTING STORM LINE PIPE AND ASSOCIATED WALLS EXISTING PROPERTY LINE EXISTING PROPERTY LINE SAW CUT SAW CUT EX2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION 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. 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. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. Northern Engineering Services, Inc. NE Project No. 1174-001 Date: November 25, 2015 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 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) Earth Engineering Consultants, LLC. "SUBSURFACE EXPLORATION REPORT JFK LUXURY APARTMENTS, FORT COLLINS, COLORADO" EEC Project No. 1152119 Date: December 14, 2015 EX2 MATCHLINE-SEE SHEET U1 6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W 6" W 6" W 6" W FIRST NATIONAL BANK PUD 1ST OWNER: FORT COLLINS NATIONAL BANK ET AL SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK SHORES FOUR CONDO ASSOCIATION AT SHORES OFFICE PARK OWNER: SHORES FOUR LLC SHORES OFFICE PARK PUD OWNER: JOHNSON LEWIS MELVIN SHORES OFFICE PARK PUD OWNER: THE SHORES OFFICE PARK EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT EX. 20' SANITARY SEWER EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT EX. 13.5' UTILITY & ACCESS EASEMENT N:112776.47 E:195728.43 FND #5 REBAR W/OPC LS 7361 BELL N:112776.42 E:195826.53 SCRIBED "X" IN WALK N:112472.85 E:195720.50 FND #5 REBAR W/RPC LS 16828 BELL N:112537.39 E:195728.01 FND #5 REBAR W/RPC LS 16828 BELL N:112645.80 E:195728.01 FND #5 REBAR W/OPC ILLEGIBLE EX. 13.5' UTILITY & ACCESS EASEMENT EX. 20' WATERMAIN EASEMENT EX. UTILITY, ACCESS & DRAINAGE EASEMENT EXISTING ELECTRIC LINE TO BE RELOCATED EXISTING LIGHTPOLE TO BE RELOCATED EXISTING LIGHTPOLE TO BE RELOCATED DEMO EXISTING CURB AND GUTTER DEMO EXISTING CURB AND GUTTER EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE EXISTING 6" WATERLINE EXISTING 6" WATERLINE REMOVE EXISTING "AVAILABLE" SIGN EXISTING PROPERTY LINE EXISTING PROPERTY LINE DEMO EXISTING PARKING LOT SAW CUT AND PATCH ASPHALT ±372 SQ. FT. SAW CUT AND PATCH ASPHALT ± 782 SQ. FT. SAW CUT AND PATCH ASPHALT ±120 SQ. FT. RELOCATE EX. WATER VALVE SAW CUT SAW CUT T T T T T T T T T T T T E E E E E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W ST T T T T EX. 20' WATERMAIN EASEMENT SAW CUT AND PATCH ASPHALT ±1,955 SQ. FT. EX1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION 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. 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. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. Northern Engineering Services, Inc. NE Project No. 1174-001 Date: November 25, 2015 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 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) Earth Engineering Consultants, LLC. "SUBSURFACE EXPLORATION REPORT JFK LUXURY APARTMENTS, FORT COLLINS, COLORADO" EEC Project No. 1152119 Date: December 14, 2015 EX1 MATCHLINE-SEE LEFT MATCHLINE-SEE SHEET U2 MATCHLINE-SEE RIGHT 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 Final Drainage and Erosion Control Report for The Overlook by Northern Engineering Services, Inc. dated August 17, 2016 , 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 City of Fort Collins Benchmark 48-01 Approximately 1 2 mile south of Horsetooth Road, west of College Avenue at the entrance to Barnes and Noble Bookstore, in the northeast corner of their parking lot, on a concrete curb. Elevation: 5036.76 City of Fort Collins Benchmark 2-97 Approximately 150 feet west of 600 Skysail Lane, on the Northeast wingwall of the feeder canal to Warren Lake. Elevation: 5002.64 Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.19 BASIS OF BEARING: Basis of Bearing is the North line of the Northwest Quarter of Section 36, Township 7 North, Range 69 West as bearing South 89° 51' 02" 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: a. N/A b. N/A 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 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. 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. 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. CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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. 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: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP NORTH PROJECT DATUM: NAVD88 City of Fort Collins Benchmark 48-01 Approximately 1 2 mile south of Horsetooth Road, west of College Avenue at the entrance to Barnes and Noble Bookstore, in the northeast corner of their parking lot, on a concrete curb. Elevation: 5036.76 City of Fort Collins Benchmark 2-97 Approximately 150 feet west of 600 Skysail Lane, on the Northeast wingwall of the feeder canal to Warren Lake. Elevation: 5002.64 Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.19 Northern Engineering Services, Inc. NE Project No. 1174-001 Date: November 25, 2015 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, LLC. "SUBSURFACE EXPLORATION REPORT JFK LUXURY APARTMENTS, FORT COLLINS, COLORADO" EEC Project No. 1152119 Date: December 14, 2015 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX 01 COVER SHEET 02 GENERAL AND CONSTRUCTION NOTES 03-04 EXISTING CONDITIONS & DEMOLITION PLAN PAVING, STRIPING AND SIGNAGE PLAN 06-07 08-09 HORIZONTAL CONTROL PLAN BEING A REPLAT OF A PORTION OF LOTS 3 AND 4, OBSERVATORY HEIGHTS AND A PORTION OF LOT 1, FORT COLLINS NATIONAL BANK FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 36, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 10-11 GRADING PLAN 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 301 N. HOWES STREET, UNIT 100 FORT COLLINS, CO 80521 N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS1 05 EASEMENT EXHIBIT CityDate Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BASIS OF BEARING: Basis of Bearing is the North line of the Northwest Quarter of Section 36, Township 7 North, Range 69 West as bearing South 89° 51' 02" East (assumed bearing). 12-PLAN13 UTILITY 14 SANITARY SEWER PLAN AND PROFILE STORM LINE C PLAN AND PROFILE 17 18 STORM LINE B, D, AND E PLAN AND PROFILE 19 STORM LINE F PLAN AND PROFILE 15-16 STORM LINE A PLAN AND PROFILE 20PLAN EROSION CONTROL SITE DETAILS 22-23 24-25 DRAINAGE DETAILS 26-28 UTILITY DETAILS 21 EROSION CONTROL DETAILS 29 DRAINAGE PLAN CS1 CS2 EX1-EX2 HC1-HC2 PV1-PV2 G1-G2 EAS U1-U2 SAN ST3 ST4 ST5 ST1-ST2 EROS1 D1-D2 D3-D4 D5-D7 EROS2 DR1