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HomeMy WebLinkAboutBRICK STONE APARTMENTS ON HARMONY - FDP - FDP170006 - PLANS - UTILITY PLANSPP PPAA A A S SS S SS S S WWWW AA A A YY Y Y P AS S W A Y T TTT RR RR II II PP P PPP PP CC CC T TTTT R I P P C T R R R R OO O OM M M M A A AAVV V V A A A CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 5 feet and the maximum cover is 6 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for Brick Stone Apartments dated 03/22/2017 by Northern Engineering Services, Inc., 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 S CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC TELE TELE S VAULT F.O. VAULT ELEC H Y D T T T E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W T T / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 10.26 LF 6" HDPE @ 5.00% EV G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E G G W F U D UD S CONTROL IRR CONTROL IRR CONTROL IRR E E T T T T T T W W W W W W W T T T T T T T T FO FO FO / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LOD LOD LOD LOD LOD LOD LOD UD UD UD UD WQ MH E4.14 STA 10+00.00 N: 107599.55 E: 195566.40 EAST POND (SEE SHEET C4.03 FOR MORE DETAIL) STORM LINE E (SEE SHEET C3.01) INLET E4.15 STA 10+73.56 N: 107576.32 E: 195561.37 ROOF DRAIN (SEE SHEET C3.00) 23.77 LF 15" HDPE @ 5.50% JUNCTION E4 STA 10+92.85 N: 107608.63 E: 195566.40 JUNCTION E4.2 STA 10+31.63 N: 107617.71 E: 195566.40 RD TEE E4.4 STA 10+10.00 N: 107639.33 E: 195566.40 WQ MH E4.3 STA 10+22.55 N: 107626.79 E: 195566.40 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+75 10+00 11+00 PROPOSED GROUND EXISTING W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G G / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LOD LOD LOD LOD LOD LOD LOD 17.80 BOC 18.03 BOC 18.01 BOC 18.09 BOC 6:1 4:1 5:1 6:1 6:1 12:1 2.3% 18.15 BOC 17.50 FG 17.50 FG 13.53 FG 17.49 FG 19.70 BOC 5:1 7:1 INLET E5.1 START EXPOSED BACK OF CURB END EXPOSED BACK OF CURB 18" VERTICAL CURB AND GUTTER LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 15' UTILITY EASEMENT 27.84 FG 23:1 20:1 296:1 32:1 10:1 19:1 7:1 27.87 27.90 26.93 26.96 27.13 27.16 28.64 28.64 28.73 28.73 28.75 FG 28.75 FG 28.75 FG 28.75 FG 27.73 27.71 27.66 27.63 27.75 FG 27.75 FG 27.51 27.53 28.75 FG 28.73 FG 28.75 FG 28.75 FG 28.73 <edit> 28.73 FG 28.69 FG 28.64 28.64 28.75 FG 28.75 FG 28.75 UD UD UD UD UD UD LOD LOD LOD LOD LOD LOD LOD 23.89 FG 23.92 FG 26.89 FG 26.66 FG 16.25 SG 16.19 SG 16.06 SG 16.12 SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG RD CONNNECTION W5 INV. IN=5021.28 (N) INV. OUT=5016.95 (S) FG=5026.79 STORM LINE W ISOLATOR ROW (SEE SHEET C3.03) INSPECTION PORT WQ WEIR MH W4 INV. IN=5016.82 (W) INV. IN=5016.82 (N) INV. IN=5020.35 (S) INV. OUT=5016.82 (E) FG=5023.95 9.15 LF 12" HDPE @ 0.60% 13.70 LF 8" HDPE @ 0.50% 5.00 LF 8" HDPE @ 0.50% 9.12 LF 8" HDPE @ 3.00% 11.02 LF 6" HDPE @ 2.20% ROOF DRAIN (SEE SHEET C3.00) 61.86 LF 6" PERFORATED HDPE @ 0.23% 5.16 LF 6" PERFORATED HDPE @ 0.20% ROOF DRAIN (SEE SHEET C3.00) 13 MC-4500 CHAMBERS 12 MC-4500 CHAMBERS 8.77 LF 8" HDPE @ 0.50% LOD LOD LOD 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 6' BIKE LANE BUS STOP SAW CUT SAW CUT EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) 8' DETACHED SIDEWALK 8' ATTACHED SIDEWALK HANDICAP RAMP SAW CUT FOR INTERSECTION DETAIL (SEE SHEET C4.02) SAW CUT 5010 5015 5020 5025 5030 5035 5040 5045 5010 5015 5020 5025 5030 5035 5040 5045 9+50 10+00 11+00 12+00 13+00 14+00 5028.94 5028.24 5027.54 5026.84 5028.76 5028.59 5028.41 5028.06 5027.89 5027.71 5027.36 5027.19 5027.01 5026.66 5026.49 5026.31 -0.70% PVI STA = 10+00.00 PVI ELEV = 5028.94 -0.70% PVI STA = 10+00.00 PVI ELEV = 5028.94 (0.45%) PROPOSED GROUND EXISTING GROUND CONTROL IRR E WV 6' BIKE LANE 8' SIDEWALK 12' TURN LANE 12' TRAVEL LANE PROPOSED 30" VERTICAL CURB AND GUTTER SAW CUT SAW CUT SAWCUT LINE SAW CUT STORM LINE E (SEE SHEET C3.01) 8' DETACHED SIDEWALK 5010 5015 5020 5025 5030 5035 5040 5045 5010 5015 5020 5025 5030 5035 5040 5045 14+00 15+00 16+00 17+00 18+00 18+50 5025.58 5025.08 5024.58 5024.98 5025.96 5025.83 5025.70 5025.45 5025.33 5025.20 5024.95 5024.83 5024.70 5024.61 5024.73 5024.86 PVI STA = 14+30.84 PVI ELEV = 5025.92 PVI STA = 17+09.51 PVI ELEV = 5024.53 PVI STA = 18+12.53 PVI ELEV = 5025.04 0.50% -0.70% -0.50% PROPOSED GROUND FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 5021 5024 5028 5032 5036 5021 5024 5028 5032 5036 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+50 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 5018 5020 5024 5028 5032 5018 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+00 5018 5020 5024 5028 5032 5018 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 5018 5020 5024 5028 5032 5018 5020 5024 5028 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 6' BIKE LANE EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) 1 4 4 6 1 6 "RIGHT LANE MUST TURN" SIGN "NO LEFT TURN" SIGN 6 PROPOSED 30" VERTICAL CURB AND GUTTER 14' TRAVEL LANE 13' TRAVEL LANE 12' TURN LANE IRR WV 6' BIKE LANE 8' SIDEWALK 12' TURN LANE 12' TRAVEL LANE PROPOSED 30" VERTICAL CURB AND GUTTER EXISTING STRIPPING (TYP.) 1 1 4 4 4 6 "RIGHT LANE MUST TURN" SIGN Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRP.dwg LAYOUT NAME: 1229-001_STRP - C5.04 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com 5'-0" TYPICAL 4" TYP 100 FIRE HYDRANT 101 GATE VALVE 102 METER PIT 103 104 TRENCH AND BEDDING 105 SANITARY SERVICE THRUST BLOCKS 106 TRENCH AND BEDDING CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Chris J. Matkins, General Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D1 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 5'-0" 1' MIN. COVER 18 C6.00 CONSTRUCTION DETAILS 208 PRIVATE PAVING SECTIONS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D2 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 19 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D3 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 20 STANDARD PAVEMENT MARKINGS W/ TURN LANE 300 BIKE LANE APPROACHING RIGHT TURN LANE 302 304 PARAPET WALL 305 HANDRAIL FOR PARAPET WALL 306 STANDARD DRIVEWAY APPROACH 301 BIKE LANE MARKING 20' 20' 4' PAVEMENT MARKINGS 2' Projected Flowline (FL) Broken line 4" white 10' Segments 30' Gaps (3:1 Ratio) Wide Lane 1.5'x9' 8" White Line 4" white Double Line 4" Yellow 4" Space CROSSWALK MARKINGS: STRIPING: PREFERENTIAL LANE SYMBOL: STOP LINES: 400 MC-4500 CROSS SECTION 403 END CAP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D4 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 21 401 ISOLATOR ROW MC-SERIES END CAP INSERTION DETAIL NTS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MANIFOLD HEADER MANIFOLD STUB UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Chris J. Matkins, General Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D5 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 22 505 DIMENSIONS FOR SLOTTED HDPE PIPE SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 500 BEDDING REQUIREMENTS 501 STANDARD MANHOLE 502 TYPE R INLET CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D6 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 23 602 OUTLET STRUCTURE 603 STORMTECH VAULT OUTLET TABLE DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7004-110-007 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 10-28-03 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC 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. 10-28-03 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D7 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 24 (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) CONTROL IRR CONTROL IRR CONTROL IRR G G / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / C7.01 EROSION CONTROL DETAILS Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Drng\1229-001_EROS.dwg LAYOUT NAME: 1229-001_EROS DTL - C7.01 DATE: Mar 21, 2017 - 3:34pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xTOPO] [1229-001_xADJ] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_EROS_LEG] [1229-001_xEXST] [1229-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 BENCHMARK/BASIS OF BEARING PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET SILT FENCE SF INLET PROTECTION IPX STRAW WATTLE PROTECTION SW VEHICLE TRACKING PAD VTC SF SCOUR STOP SS 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 3.07 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 MARCH 22, 2017 FOR ADDITIONAL INFORMATION. GENERAL NOTES: PROJECT DATUM: NAVD88 City of Fort Collins Benchmark Y402 Found 235.9' south of the center of Palmer Drive, 105' east of the centerline of the northbound lanes of US Highway 287, west of a brick sign in a 5-inch logo cap Elevation: 5018.96 City of Fort Collins Benchmark 4-08 On the south side of Harmony Road at the northwest corner of 265 East Harmony Rd. (Front Range S CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC TELE TELE S VAULT F.O. VAULT ELEC H Y D T T T E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD VAULT F.O. H Y D E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D WV WV H2O H Y D WV w e1 EROSION BUFFER ZONE PER CITY OF FORT COLLINS CITY FLOOD RISK MAP MAIL CREEK FLOODWAY FORT COLLINS SUPPORTIVE HOUSING SUBDIVISION LOT 26 FAIRWAY ESTATES LOT 25 FAIRWAY ESTATES FAIRWAY ESTATES LOT 26 FAIRWAY ESTATES 3RD EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) FAIRWAY ESTATES F UD UD UD UD LARIMER COUNTY CANAL #2 os.2 CTIY FLOODPLAIN PEDESTRIAN BRIDGE RIP RAP TOP OF BANK TOP OF BANK TOP OF BANK 10:1 4:1 7:1 4:1 4:1 4:1 4:1 3:1 8:1 4:1 4:1 ??? 3:1 3:1 (3.3:1) (3.8:1) (1.4:1) (1.1:1) (2.1:1) (3.8:1) (2.8:1) (9.5:1) (2.7:1) (3.2:1) (3.3:1) (9.2:1) (7.0:1) (2.9:1) (2.5:1) (3.9:1) (3.8:1) 8575 - 5006.91 NAVD 88 8385 - 5003.11 NAVD 88 8830 - 5010.09 NAVD 88 FFE=29.50 FFE=29.50 FFE=17.50 E.1 OS.4 W.1 OS.1 E.2 OS.2 OS.3 e e3 e2 w1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: LEGEND: ST A2 a3 4950 4:1 79.45  HP RUNOFF SUMMARY TABLE: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION NOTES: ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 NORTH DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) w1 W.1 0.71 0.83 1.00 9.1 5.0 1.36 7.07 e2/e3 E.1 1.24 0.91 1.00 5.0 5.0 3.22 12.31 e1 E.2 0.38 0.44 0.55 7.7 6.4 0.41 1.95 e1 OS.1 0.22 0.95 1.00 5.0 5.0 0.60 2.20 e1 OS.2 0.57 0.95 1.00 5.0 5.0 1.53 5.64 OS.3 0.18 0.47 0.59 8.0 6.5 0.21 1.00 OS.4 1.85 0.27 0.34 18.3 16.8 0.86 3.91 28 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Drng\1229-001_DRNG.dwg LAYOUT NAME: 1229-001_DRNG - C8.01 DATE: Mar 21, 2017 - 3:34pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xSITE] [1229-001_xEXST] [1229-001_xGRAD] [1229-001_xTOPO] [NES-xborder] [1229-001_xPutil] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C8.01 DRAINAGE EXHIBIT T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G X SS SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D W W W W W W V WV H2O H Y D WV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G H1 OS1 MAIL CREEK FLOODWAY EROSION BUFFER ZONE PER CITY OF FORT COLLINS CITY FLOOD RISK MAP FORT COLLINS SUPPORTIVE HOUSING SUBDIVISION LOT 26 FAIRWAY ESTATES LOT 25 FAIRWAY ESTATES FAIRWAY ESTATES LOT 26 FAIRWAY ESTATES 3RD EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) FAIRWAY ESTATES LARIMER COUNTY CANAL #2 EXISTING PIPES APPEAR TO BE ABANDONED EXISTING ROADSIDE DITCH EXISTING RIPRAP RUNDOWN EXISTING IRRIGATION CONCRETE STRUCTURE EXISTING 24" RCP CITY FLOODPLAIN G G G G G G G G G G G G G G G G G G G G G G G G G G EXISTING CONCRETE BOX CULVERTS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: LEGEND: W ST A2 a3 G 4950 4:1 79.45  HP W W W RUNOFF SUMMARY TABLE: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION NOTES: ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 NORTH DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) h1 H1 4.30 0.26 0.33 12.7 11.7 2.27 10.26 os1 OS1 0.85 0.94 1.00 8.3 7.9 1.92 7.29 27 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Drng\1229-001_EX_DRNG.dwg LAYOUT NAME: 1229-001_EX_DRNG- C8.00 DATE: Mar 21, 2017 - 3:34pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xEXST] [1229-001_xTOPO] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C8.00 HISTORICE DRAINAGE EXHIBIT Baptist Church) on the north wall of a concrete irrigation drop structure. Elevation: 5017.14 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 1, Township 6 North, Range 69 West of the 6th P.M. as bearing South 89° 56' 52" East (assumed bearing). LEGEND: ROCK SOCK WITH MARKER RS EROSION CONTROL BLANKET ECB OUTFALL PROTECTION OP CONCRETE WASHOUT AREA CWA CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH 26 1 CONCRETE WASHOUT AREA 2 ROCK SOCK DETAIL 3 VEHICLE CONTROL TRACKING PAD VTC OP 4 OUTLET PROTECTION IP1 5 CURB INLET PROTECTION AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING INDICATED IN PLAN VIEW (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D" 6" TOPSOIL "M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6" TOPSOIL 6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 12" MIN. STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.) 6' 3' 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 4' 3' 2' ECB EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT 100% - - * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL 70% MAX. 6 EROSION CONTROL BLANKET ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS CWA SF SF 7 SILT FENCE 8 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRANSITION MATS SOIL COVER A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. TURF REINFORCEMENT MAT SUMMARY STORM LINE/RAIN GARDEN PIPE DIAMETER (in) VELOCITY (cfs) TRANSITION MAT W x L STORM W 15 0.32 4' x 4' STORM E 15 8.23 8' x 12' NOTE: 1. SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY. 2. SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. SCOUR STOP / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D W V WV H2O H Y D WV LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD W F UD UD UD UD UD UD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF MAIL CREEK FLOODWAY FORT COLLINS SUPPORTIVE HOUSING SUBDIVISION LOT 26 FAIRWAY ESTATES FAIRWAY ESTATES EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) FAIRWAY ESTATES 4:1 4:1 4:1 5:1 7:1 4:1 31:1 10:1 5:1 3:1 6:1 5:1 3:1 7:1 4:1 5:1 3:1 4:1 4:1 3:1 (9.2:1) (2.4:1) (2.6:1) (2.8:1) (3.7:1) (1.2:1) (2.1:1) (11.0:1) (12.6:1) (4.2:1) (3.5:1) (3.4:1) (3.6:1) RS RS RS RS RS RS RS RS IP1 IP1 IP1 OP OP VTC VTC CWA CWA SF SF SF SF SF SF SF SF SF SF SF SF SF CITY FLOODPLAIN ECB ECB ECB ECB IP SCOUR STOP SCOUR STOP ECB RS RS RS TABLE OF CONSTRUCTION SEQUENCE AND BMP 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 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: C7.00 EROSION CONTROL PLAN Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Drng\1229-001_EROS.dwg LAYOUT NAME: 1229-001_EROS - C7.00 DATE: Mar 21, 2017 - 3:34pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xTOPO] [1229-001_xADJ] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_EROS_LEG] [1229-001_xEXST] [1229-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 BENCHMARK/BASIS OF BEARING PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET SILT FENCE SF INLET PROTECTION IPX STRAW WATTLE PROTECTION SW VEHICLE TRACKING PAD VTC SF SCOUR STOP SS 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 3.07 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 MARCH 22, 2017 FOR ADDITIONAL INFORMATION. GENERAL NOTES: PROJECT DATUM: NAVD88 City of Fort Collins Benchmark Y402 Found 235.9' south of the center of Palmer Drive, 105' east of the centerline of the northbound lanes of US Highway 287, west of a brick sign in a 5-inch logo cap Elevation: 5018.96 City of Fort Collins Benchmark 4-08 On the south side of Harmony Road at the northwest corner of 265 East Harmony Rd. (Front Range Baptist Church) on the north wall of a concrete irrigation drop structure. Elevation: 5017.14 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 1, Township 6 North, Range 69 West of the 6th P.M. as bearing South 89° 56' 52" East (assumed bearing). LEGEND: ROCK SOCK WITH MARKER RS EROSION CONTROL BLANKET ECB OUTFALL PROTECTION OP CONCRETE WASHOUT AREA CWA CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH 25 (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-192 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 04-03-06 DRAWN BY EBC 03-14-16 NMH THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 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. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ® ©2013 NYLOPLAST 700 24" DRAIN BASIN DWG SIZE A SCALE NTS SHEET 1 OF 1 DWG NO. 7001-110-045 REV G 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN & 10 IN DRAIN BASIN DESIGN DETAILS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 8-11-00 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. 3-18-10 EBC 8" CUSTOM DRAIN BASIN 10" CUSTOM DRAIN BASIN 2808AG_ _X (2) VARIABLE INVERT HEIGHT 1.50" 6.50" (2) VARIABLE OVERALL HEIGHT 6" MIN. (2) VARIABLE INVERT HEIGHT 1.50" 6.50" 6" MIN. (2) VARIABLE OVERALL HEIGHT 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 4 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 5 - DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY 2810AG_ _X (1) DUCTILE IRON GRATE (1) DUCTILE IRON GRATE (3,4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 8" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (3,4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC ® ©2010 NYLOPLAST 600 8" DRAIN BASIN DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110-189 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 03-29-06 DRAWN BY EBC 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 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. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ® ©2013 NYLOPLAST 600 24" DRAIN BASIN DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 8-10-00 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. 8-10-00 CJA DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST T S A L P O L Y N D U C T I L E I R O N S T A L P O L Y N D U C T I L E I R O N DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8" 6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 401 TYPICAL BASIN INSTALLATION OPTIONS C6.06 CONSTRUCTION DETAILS CJA 4" - 24" INLET PIPE 3 OUTLET WEIR 18" - 30" DRAIN BASIN BODY 18" - 30" FRAME & SOLID COVER 1 2 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD 12" - 24" OUTLET PIPE TO ISOLATOR ROW INLET PIPE 3 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER 3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET OUTLET PIPE OPEN AREA SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED ORIFICE HOLE OUTLET SUMMARY TABLE WATER QUALITY STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FROM INVERT) ORIFICE PLATE DIAMETER 100-YR MH W3 24" BASIN 5016.06 7.90' 2.17 IN. 100-YR MH E3 24" BASIN 5004.40 11.99' 3.00 IN. 18" - 30" FRAME & SOLID COVER 607 WATER QUALITY WEIR STRUCTURE 608 STORMTECH WEIR TABLE DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7004-110-007 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 10-28-03 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC 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. 10-28-03 CJA 4" - 24" INLET PIPE 3 OUTLET WEIR 18" - 30" DRAIN BASIN BODY 18" - 30" FRAME & SOLID COVER 1 2 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD 12" - 24" OUTLET PIPE TO ISOLATOR ROW INLET PIPE 3 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER 3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET OUTLET PIPE OPEN AREA SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED WEIR SUMMARY TABLE WATER QUALITY STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FROM INVERT) WQ WEIR MH W4 24" BASIN 5016.82 7.13' WQ WEIR MH E4 24" BASIN 5009.09 7.30' WQ WEIR MH E4.1 24" BASIN 5009.14 7.21' EDGE TAPER CROSS-SECTION 1:50 max. 1:20 max. 1/4" MAX. FL LIP 6" 6" 6" VISUALLY CONTRASTING CONCRETE 6" CURB AS NEEDED 6" N.T.S. FOR LANDSCAPING 6" Vertical Curb Road Surface Raised Cross Walk 3" FULL HEIGHT N.T.S. 2" KEY Road Surface RAISED CROSS WALK CROSS-SECTION Direction of Travel 2" Key C 3" Full Depth Begin Transition To Lip From Full Depth (w/ curb ramp) 5' 2' 3" Full Depth 5' 12.5' 25' Length SPEED TABLE CROSS-SECTION Road Surface 3" Full Depth 3" Full Depth 12' Length 2" Key 6' Direction of Travel C 2' N.T.S. 606 RAISED CROSS WALK 609 INLET SCHEDULE INLET SCHEDULE INLET ID TYPE GRATE TYPE INLET E4.1 5' TYPE R N/A INLET E5.1 5' TYPE R N/A INLET E13 QUADRUPLE TYPE 13 (COMBO) N/A INLET W4.1 5' TYPE R N/A DRAIN BASIN E10.1 12" DRAIN BASIN STANDARD DRAIN BASIN W4.1 12" DRAIN BASIN STANDARD MONITORING WELL W1 8" DRAIN BASIN SOLID MONITORING WELL W2 8" DRAIN BASIN SOLID MONITORING WELL E1 8" DRAIN BASIN SOLID MONITORING WELL E2 8" DRAIN BASIN SOLID 600 QUAD CURB INLET A A B B A A MONITORING WELL INSTALLATION (PRIVATE PAVED AREAS) 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE 605 C6.05 CONSTRUCTION DETAILS NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A 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: * * * * * DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 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. 1/4" per ft. 1" per ft. 1:50 Slope  T Walk 1:50 1:12 (max.) Gutter Parkway Sidewalk Detached 1:12 A A (max) 2' Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint See Note 6 1/4" per ft. 1" per ft. 1:12 (max.) 1" per ft. Driveway FL See Note 8 I, II, III, or IV Sidewalk Detached 604 DRIVEWAY APPROACH 503 TYPE R INLET CONTINUED SECTION VIEW NOTES: 1. ALL PIPE AND FITTINGS TO BE CAST IRON. MINIMUM 3 INCH DIAMETER. 2. SECONDARY COMPARTMENT HAS VOLUME EQUAL 2 X 16 6/10 REMESH. 3. WALLS AND BOTTOM REINFORCED THROUGHOUT WITH REBAR ON 6 IN. CENTERS, NO. 4 REBAR ON 6 IN. CENTERS 4. COVERS TO BE REINFORCED LONGITUDINALLY WITH NO. 6 WIDTHWISE, AND NO. 8 REBAR DIAGONALLY AROUND ACCESS HOLES. 5. CLEAN OUT SHALL BE IRON BODY FERRULE. ABOVE GROUND. 6. VENT PIPE SHALL BE CAST IRON TO A POINT 6 INCHES 7. CHECK WITH SUPPLIER FOR EXACT DIMENIONS. TO 1/3 OF TOTAL CAPACITY. WATER CAPACITY (APPROX) GALLONS 320 48 72 C D E F DIMENSIONS (INCHES) TWO COMPARTMENT TANK A B 22 30 44 24 500 48 72 36 46 44 58 780 48 96 40 46 62 20 1060 72 102 34 42 56 30 PLAN VIEW 24 IN. DIA MIN. A B 5 IN. 6 IN 6 IN 12 IN 2 IN. VENT 2 IN. MIN. PIPE O.D.+IN. 24 IN. DIA. MIN. F MANHOLE COVER E 14 IN. 8 IN. GROUT 14 IN. D C LONG SWEEP WYE JOIN VENTS 1 IN. ABOVE GRADE, CLEANOUT TO GRADE 6 IN. ROOF LINE WATER LEVEL 12 IN. 8 IN. 2 IN. 1 IN. 8 IN. 6 IN. 6 IN. 8 IN. 3 IN. 5 IN. 504 STANDARD SAND/OIL SEPARATOR **CAPACITY TO BE DESIGNED BY THE PLUMBING ENGINEER C6.04 CONSTRUCTION DETAILS 4" (100 mm) TYP FOR SC-310 SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS MC-4500 TECHNICAL SPECIFICATION NTS PART # STUB B C MC4500REPE06 T 6" (150 mm) 42.54" (1.081 m) --- MC4500REPE06B --- 0.86" (22 mm) MC4500REPE08T 8" (200 mm) 40.50" (1.029 m) --- MC4500REPE08B --- 1.01" (26 mm) MC4500REPE10T 10" (250 mm) 38.37" (975 mm) --- MC4500REPE10B --- 1.33" (34 mm) MC4500REPE12T 12" (300 mm) 35.69" (907 mm) --- MC4500REPE12B --- 1.55" (39 mm) MC4500REPE15T 15" (375 mm) 32.72" (831 mm) --- MC4500REPE15B --- 1.70" (43 mm) MC4500REPE18TC 18" (450 mm) 29.36" (746 mm) --- MC4500REPE18BC --- 1.97" (50 mm) MC4500REPE24TC 24" (600 mm) 23.05" (585 mm) --- MC4500REPE24BC --- 2.26" (57 mm) MC4500REPE30BC 30" (750 mm) --- 2.95" (75 mm) MC4500REPE36BC 36" (900 mm) --- 3.25" (83 mm) MC4500REPE42BC 42" (1050 mm) --- 3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm) THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE. NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm) CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m³) MINIMUM INSTALLED STORAGE* 162.6 CUBIC FEET (4.60 m³) WEIGHT 130.0 lbs. (59.0 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.2" X 59.4" X 30.7" (2291 mm X 1509 mm X 781 mm) END CAP STORAGE 35.7 CUBIC FEET (1.01 m³) MINIMUM INSTALLED STORAGE* 108.7 CUBIC FEET (3.08 m³) WEIGHT 135.0 lbs. (61.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" B C 52.0" (1321 mm) 48.3" (1227 mm) INSTALLED 60.0" (1524 mm) 100.0" (2540 mm) 90.2" (2291 mm) 59.4" (1509 mm) 30.7" (781 mm) INSTALLED 35.1" (891 mm) UPPER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB BUILD ROW IN THIS DIRECTION LOWER JOINT CORR. FOOT INSERTA TEE DETAIL NTS INSERTA TEE CONNECTION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) PLACE ADS GEOSYNTHETICS 315 WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SECTION A-A SIDE VIEW A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm) 4" (100 mm) SC-740 10" (250 mm) 4" (100 mm) DC-780 10" (250 mm) 4" (100 mm) MC-3500 12" (300 mm) 6" (150 mm) MC-4500 12" (300 mm) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON (X) ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1. MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J 2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J 4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.^J 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.^J 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (750 mm). DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 9" (230 mm) MIN 60" (1525 mm) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 6) 9" (230 mm) MIN 12" (300 mm) MIN 12" (300 mm) MIN MC-4500 END CAP PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SUBGRADE SOILS (SEE NOTE 5) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 100" (2540 mm) 12" (300 mm) TYP 7.0' (2.1 m) MAX 24" (600 mm) MIN* INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE^Ji) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY^Jii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.^J 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. MC-4500 CHAMBER 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG06N SOLID COVER: 1299CGC GRATE: 1299CGS CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 6" (250 mm) INSERTA TEE PART#06N12ST45IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST MC-4500 6" INSPECTION PORT DETAIL NTS 6" (150 mm) ADS N-12 HDPE PIPE CONCRETE COLLAR SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-CORED END CAP PART #: MC4500REPE24BC TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-4500 CHAMBER MC-4500 END CAP MC-4500 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE 404 MONITORING WELL 402 UNDERDRAIN, INSERTA TEE, & TECHNICAL SPECIFICATION C6.03 CONSTRUCTION DETAILS MANDATORY MOVEMENT: 1.5'x9 100' Taper (min.) .2L L = Turn Bay Storage Length .4L 10' .4L 10' 4" Ywllow 4" White Extension Line An Engineering study should be required before crosswalk markings are installed in locations away from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in the lane. It is important that the markings are in alignment with the access ramps / sidewalks. On curves: Dotted extension of lane edge with same as solid downstream line, 2' segments, 4' gaps. Mandatory movement lanes shall use a lane-use arrow marking, the word marking "only", another lane-use arrow marking (accompanied by signs). Symbols & words are 8' of more in height -- use CDOT specification sizes. Place stop lines (1.5' x Variable typ.) only when inportant to indicate the point behind which vehicles are required to stop (more often on main arterials) -- placement should ordinarily be 4' in advance of and parallel to the nearest crosswalk line in the absence of a marked crosswalk, the stop line should be placed at the desired stopping point no more than 30' or less than 4' from the nearest edge of the intersecting roadway. PLS shall be used for designated bikeways. Intersection placement -- the symbol shall be placed downstream to convey to turning traffic that the bike lane exists. It shall be placed 4" down from the PCR & centered on the bike lane. Frequency of placement between blocks is a matter for Engineering judgement. All Longitudinal (lane) striping shall terminate at the Continental crosswalk bars -- except the downstream bike lane which shall terminate at the curb return. If a stop line is in place -- upstream stripping shall terminate at the stop line. Not Required with lane lengths less than 100'. Not Required with lane lengths less than 100'. 8" White Line 8" White 8" White Extension Line Extension 4" White Line 65' (min) 4' LANE BIKE * LANE BIKE Ped. Crossing 4' (min.) Optional dashed stripe Not recommended where a long right - turn - only lane or double turn lanes exist. *If space is available Otherwise all delineation this point. should be dropped at *If space is LANE BIKE 4' (min.) BIKE * LANE Ped. Crossing available. BIKE LANE bicyclist. Typical path of through Ped. Crossing BIKE LANE Ped. Crossing BIKE *LANE 4' (min.) *If space is available. Drop bike lane; stripe where right turn only designated. RIGHT-TURN-ONLY LANE PARKING LANE BECOMES RIGHT-TURN-ONLY LANE RIGHT LANE BECOMES RIGHT-TURN-ONLY LANE RIGHT-TURN-ONLY LANE OPTIONAL DOUBLE (Metric Conversion: 1 ft. = 0.3 m.) (IN LOVELAND ONLY) 6' (min.) in F.C. 6' (min.) in F.C. 6' (min.) in F.C. NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12" 12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) 303 FIRE ACCESS AND FIRE LANE SIGNS NOTES: 1. The sidewalk width shall be increased by a minimum of 6" whenever handrail is used. 2. If a sidewalk is more than 30" above the adjacent grade, the handrail shall be used. 3. Open clearance between intermediate rails must be 4" or less. 4. Finish shall be either galvanized of semi-gloss enamel over a shop coat of metal primer. 5. When the slope behind the sidewalk is steeper than 4:1, the handrail must be used. 6. When slope behind sidewalk is less than or equal to 4:1 for a minimum distance of 10', a handrail is not required. TOP RAIL CORNER DETAIL HANDRAIL DETAIL R = 6" (min.) 30" or Greater 3" (typ.) Adjacent Grade steeper than 4:1 42" 6" (max.) 1 1/2" Dia. Std. Wt. Welded Steel Pipe 6" x 3" x 1/2" Plate Or Approved Equal 1/2" Dia. Anchor Bolt w/ heavy Hex Head Nut & Washer Or Approved Equal 1 1/2" 1" 4" See Note 2 Sidewalk Sidewalk Width per Table 7-1 or 7-2 1' min. 12' 18" 28.5" FACE BRICK OR STONE (BOTH SIDES) TOP AND BACK OF WALK BRIDGE SPAN A A GUTTER FLOWLINE SLOPE 1/4" PER FOOT HANDRAILS 14.5" 13.5" 4.5" BRICK OR STONE 28.5" 24" 5" 5" SLEEVES FOR UTILITIES (IF NEEDED) HANDRAILS HEADWALL NOTES: 1.PROVIDE MASONRY TIES FOR EACH BRICK COURSE. 2.ALL EXPOSED CONCRETE SHALL HAVE A RUBBED FINISH. THIS PLAN SPECIFIES APPEARANCE ONLY. THE STRUCTURE MUST BE DESIGNED TO FIT THE SPECIFIC CONDITIONS. NOTES: 1.STRUCTURAL DESIGN SHALL BE DONE IN ACCORDANCE WITH THESE STANDARDS. 2.HANDRAIL DESIGN SHALL BE COMPATABLE WITH THE DESIGN OF THE BRIDGE PARAPET WALL. 42" WALK FORT COLLINS ONLY Lip FL Back of curb Right of Way Line NOTE: 1. Concrete driveway must be provided to the property line. 2. 0" Curb Height, See Section A-A 3. Standard Curb and Gutter Section, See Standard Drawing 701 X W X 1:50 (max.) Property Line N.T.S. SECTION A-A 1" per ft. X = Curb Transition Length Y = Parkway Width Varies W = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" Commercial A A PERSPECTIVE 1:50 (max.) x=2' (min.) Driveway Width x=2' (min.) W = Width Refer to Chapter 25 for minimum removal dimensions. Expansion Joint if drive continues as concrete 6" Walk Y 2" ROW Y Detached Sidewalk Ramp if necessary Ramp if necessary Varies 1/4" per ft. 1:12 (max.) 1/4" per ft. Varies ** Varies ** Ramp Length Ramp Length Detached Detached 1" per ft. 1:12 (max.) See note 3 See Note 2 See Note 2 See Note 3 ** Ramp length not to exceed 15'-0", slope must be uniform. 1 2" min - 2" max 1:12 (max.) 1:12 (max.) T T C6.02 CONSTRUCTION DETAILS CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection VAN- ACCESSIBLE PARKING MIN. MIN. CAR ACCESSIBLE VAN ACCESSIBLE 8' 5' 8' 9' 9' 9' RESERVED RESERVED PARKING 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 MARKINGS NOTE: THESE PRELIMINARY PAVEMENT SECTIONS ARE PER THE GEOTECHNICAL ENGINEERING REPORT BRICK STONE APARTMENTS ON HARMONY SOUTHEAST OF SOUTH COLLEGE AVENUE AND EAST HARMONY ROAD FORT COLLINS, COLORADO BY TERRACON (PROJECT NO. 20165026), DATED JUNE 22, 2016. FINAL PAVEMENT DESIGN SHALL BE PER THE PROJECT 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 4.5" 4" 3.5" 6" 5" PARKING AREAS 6" HEAVY DUTY CORRIDORS COMPACTED SUBGRADE PCC (NON-REINFORCED) OUTFALL FLOW 206 PRIVATE 18" VERTICAL CURB AND GUTTER 207 HANDICAP PARKING REQUIREMENTS Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk Detached Attached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, CONST. see DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0" 6'-0" T.C. F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. 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" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb -FOC Flow -Face line of Curb Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC See Note 3 200 SIDEWALK 202 CURB AND GUTTER 204 PEDESTRIAN RAMP 205 TRUNCATED DOME 201 SIDEWALK C6.01 CONSTRUCTION DETAILS MODIFIED 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" ROLL-OVER VERTICAL Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 7 3/8" (L) 2" 17" 6" 3 3/8" 24" FL R 16" R 16" 41" 8 5/8" (F.C.) 7 1/4" F.C. EDGE TAPER CROSS-SECTION 1:50 max. 1:20 max. 1/4" MAX. FL LIP 6" 6" 6" VISUALLY CONTRASTING CONCRETE 6" CURB AS NEEDED 6" N.T.S. FOR LANDSCAPING 6" Vertical Curb Road Surface Raised Cross Walk 3" FULL HEIGHT N.T.S. 2" KEY Road Surface RAISED CROSS WALK CROSS-SECTION Direction of Travel 2" Key C 3" Full Depth Begin Transition To Lip From Full Depth (w/ curb ramp) 5' 2' 3" Full Depth 5' 12.5' 25' Length SPEED TABLE CROSS-SECTION Road Surface 3" Full Depth 3" Full Depth 12' Length 2" Key 6' Direction of Travel C 2' N.T.S. Phone: 970.221.4158 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 17 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN WHITE LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "SCHOOL" (30.0 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE 11 50' O.C. 45° ANGLES 10' 30' 10' 30' 10' 12 8" BROKEN WHITE 6' 3' 6' 3' 6' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3' 3' 3' 3' 3' 4" WHITE DASHED LINE PREFORMED THERMOPLASTIC O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A. 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. B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT 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. G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K. 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. L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N. 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 RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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). O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STRIPING LEGEND: STRIPING NOTES: 3' 3' 3' 3' 3' 8" WHITE DASHED LINE PREFORMED THERMOPLASTIC (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) 13 6" BROKEN WHITE 3' 9' 3' 9' 3' EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET C5.04 SIGNAGE AND STRIPING PLAN EAST HARMONY ROAD LINE MATCH STA 14+00 LINE MATCH STA 14+00 44' - 14' TRAVEL LANE 13' TRAVEL LANE 18' TRAVEL LANE & BIKE LANE 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+00 5019 5020 5024 5028 5032 5019 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+50 5019 5020 5024 5028 5032 5019 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 5019 5020 5024 5028 5032 5019 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+50 5018 5020 5024 5028 5032 5018 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 5022.7 5025.83 5022.3 5025.58 5022.2 5025.33 5022.3 5025.08 5022.2 5024.83 5022.2 5024.58 5022.1 5022.08 5025.1 5025.10 R.O.W R.O.W R.O.W R.O.W R.O.W R.O.W R.O.W EXISTING GROUND  ELEVATION EXISTING GROUND  ELEVATION  ELEVATION EXISTING GROUND PROPOSED GROUND EXISTING GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 3.0% 2.6% 2.5% 3.0% 3.1% 3.4% 2.8% 2.9% 2.8% -1.5% -1.7% -1.8% -2.2% -1.7% -1.7% -1.0% -1.8% EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING RAMP WV 6' BIKE LANE 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 8' SIDEWALK 12' TURN LANE 12' TRAVEL LANE PROPOSED 30" VERTICAL CURB AND GUTTER SAW CUT SAW CUT SAWCUT LINE SAW CUT STORM LINE E (SEE SHEET C3.01) 8' DETACHED SIDEWALK Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.03 DATE: Mar 21, 2017 - 3:33pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 CROSS SECTIONS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 16 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C5.03 CROSS SECTIONS EAST HARMONY ROAD LINE MATCH STA 14+00 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+00 5020 5024 5028 5032 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+50 5018 5020 5024 5028 5032 5018 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+00 5018 5020 5024 5028 5032 5018 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+50 5018 5020 5024 5028 5032 5018 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+00 5018 5020 5024 5028 5032 5018 5020 5024 5028 5032 -60 -40 -20 0 20 40 60 5029.2 5028.9 5029.21 5028.9 5028.29 5026.9 5027.89 5023.9 5027.54 5025.1 5027.19 5025.3 5026.84 5022.9 5026.49 5025.6 5025.62 R.O.W R.O.W R.O.W R.O.W R.O.W R.O.W R.O.W R.O.W PROPOSED GROUND EXISTING GROUND EXISTING GROUND PROPOSED GROUND STRUCTURAL WALL (BY OTHERS) EXISTING GROUND  ELEVATION EXISTING GROUND  ELEVATION PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND 2.3% 2.5% 3.3% 3.2% 3.1% 3.0% 2.7% 2.9% EXISTING GROUND EXISTING SIDEWALK EXISTING WALL EXISTING GROUND -3.7% -2.4% -2.4% -1.6% -1.7% -1.8% -1.4% -1.6% -1.4% LOD LOD LOD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 6' BIKE LANE BUS STOP SAW CUT SAW CUT EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) 8' DETACHED SIDEWALK 8' ATTACHED SIDEWALK HANDICAP RAMP SAW CUT FOR INTERSECTION DETAIL (SEE SHEET C4.02) SAW CUT Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.02 DATE: Mar 21, 2017 - 3:32pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 CROSS SECTIONS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 15 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C5.02 CROSS SECTIONS EAST HARMONY ROAD LINE MATCH STA 14+00 EXISTING GROUND INLET E13 PROPOSED GRADE EXISTING GROUND (0.02%) HALF OF A 6-LANE ARTERIAL EAST HARMONY ROAD 12+38.49 - 17+49.87 HALF OF A 6-LANE ARTERIAL EAST HARMONY ROAD 10+00.00 - 11+95.93 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.01 DATE: Mar 21, 2017 - 3:32pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 EAST HARMONY FLOWLINE EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 14 SOUTH FLOWLINE HARMONY ROAD SCALE : 1" = 20' (H) 1" = 2' (V) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TYPICAL CROSS SECTION TRANSITION BETWEEN ATTACHED AND DETACHED WALK BETWEEN STATIONS: 11+95.93 - 12+38.49 MATCH LINE SEE SHEET C5.00 STA 14+00 C5.01 PLAN AND PROFILE EAST HARMONY ROAD FLOWLINE LINE MATCH STA 14+00 HALF OF A 6-LANE ARTERIAL EAST HARMONY ROAD 12+38.49 - 17+49.87 HALF OF A 6-LANE ARTERIAL EAST HARMONY ROAD 10+00.00 - 11+95.93 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.00 DATE: Mar 21, 2017 - 3:32pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 EAST HARMONY FLOWLINE SOUTH FLOWLINE HARMONY ROAD SCALE : 1" = 20' (H) 1" = 2' (V) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 13 TYPICAL CROSS SECTION TRANSITION BETWEEN ATTACHED AND DETACHED WALK BETWEEN STATIONS: 11+95.93 - 12+38.49 MATCH LINE SEE SHEET C5.01 STA 14+00 C5.00 PLAN AND PROFILE EAST HARMONY ROAD FLOWLINE LINE MATCH STA 14+00 2.94 LF 8" HDPE @ 0.50% 2.81 LF 8" HDPE @ 0.50% 4.67 LF 8" HDPE @ 0.50% INLET W4.1 INV. IN=5020.82 (E) INV. OUT=5020.41 (N) FG=5023.47 45° BEND W4.2 INV. IN=5020.89 (NE) INV. OUT=5020.89 (W) FG=5023.71 RD W4.4 INV. IN=5021.00 (N) INV. IN=5021.00 (E) INV. OUT=5021.00 (S) FG=5024.53 100-YR MH W3 INV. IN=5016.80 (W) INV. IN=5016.81 (N) INV. IN=5016.06 (E) INV. OUT=5016.06 (S) FG=5024.08 MONITORING WELL W1 INV. IN=5016.07 (N) INV. OUT=5016.07 (W) FG=5024.16 MONITORING WELL W2 INV. OUT=5016.21 (S) FG=5026.81 DRAIN BASIN W4.4.1 INV. OUT=5021.07 (W) FG=5023.50 RD W4.7 INV. IN=5021.06 (E) INV. OUT=5021.06 (SW) FG=5024.59 JUNCTION W4.5 INV. IN=5021.03 (N) INV. IN=5021.03 (E) INV. OUT=5021.03 (S) FG=5024.61 45° BEND W4.3 INV. IN=5020.91 (N) INV. OUT=5020.91 (SW) FG=5023.82 45° BEND W4.6 INV. IN=5021.04 (NE) INV. OUT=5021.04 (S) FG=5024.77 17.86 LF 8" HDPE @ 0.50% UD UD UD UD UD UD UD UD UD UD UD UD UD UD LOD LOD 8.23 SG 8.31 SG 8.52 SG 8.54 SG 8.57 SG 8.51 SG 15.92 FG 17.84 FG 21.84 FG 21.90 FG 22.48 FG 21.06 FG WQ MH E4.14 INV. IN=5009.09 (E) INV. IN=5009.09 (N) INV. IN=5009.95 (S) FG=5016.28 0.3% SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG 0.3% SG 133.18 LF 6" PERFORATED HDPE @ 0.20% MONITORING WELL E2 INV. OUT=5008.53 (W) FG=5021.18 INSPECTION PORT ISOLATOR ROW STORM LINE E5 (SEE SHEET C3.02) STORM LINE E4 (SEE SHEET C3.02) STORM LINE E STORM LINE E (SEE SHEET C3.01) (SEE SHEET C3.01) INSPECTION PORT ROOF DRAIN CONNECTION (SEE SHEET C3.00) 4.42 LF 8" HDPE @ 0.20% (TYP.) 9.08 LF 8" HDPE @ 0.20% (TYP.) INSPECTION PORT 19.85 LF 6" PERFORATED HDPE @ 0.20% 12.55 LF 8" HDPE @ 6.50% 30 MC-4500 CHAMBERS 30 MC-4500 CHAMBERS 24 MC-4500 CHAMBERS 30 MC-4500 CHAMBERS 20.52 LF 8" HDPE @ 8.00% 2.64 LF 8" HDPE @ 8.00% 16.18 LF 8" HDPE @ 8.00% ISOLATOR ROW WQ MH E4.3 INV. IN=5009.14 (E) INV. IN=5009.14 (N) INV. IN=5012.29 (W) INV. OUT=5009.14 (S) FG=5017.31 MONITORING WELL E1 INV. IN=5008.26 (E) INV. OUT=5008.26 (NW) FG=5015.99 JUNCTION E5 (ISERTA TEE) INV. IN=5013.08 (S) INV. OUT=5013.08 (N) FG=5021.16 (CONNECT TO CROWN OF ISOLATOR ROW CHAMBER) 6'' WYE CONNECTION INV. IN=5008.22 (E) INV. IN=5008.22 (SE) INV. OUT=5008.22 (W) FG=5016.73 BEND 45° E4.3.1 INV. IN=5013.93 (NW) INV. OUT=5013.93 (E) FG=5017.49 BEND 45° E4.3.2 INV. IN=5014.14 (N) INV. OUT=5014.14 (SE) FG=5017.56 SAND OIL SEPARATOR E4.3.3 INV. IN=5014.52 (N) INV. OUT=5014.52 (S) FG=5017.66 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Grad\1229-001_SUBGRAD.dwg LAYOUT NAME: 1229-001_SUBGRAD - C4.01 DATE: Mar 21, 2017 - 3:32pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xSUBGRAD] [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_SUBGRAD_LEG] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 LEGEND: PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES NOTES: 2.0% EXISTING SPOT ELEVATION PROPOSED UNDERDRAIN PROPOSED HDPE STORM UD PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 (33.43) SG FG SG ISOLATOR ROW 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEERING AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 4. 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. 5. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. 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. HDPE MUST BE SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 6. REFER TO SHEET C6.05 FOR WATER QUALITY STRUCTURE DETAILS. 7. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING SYSTEM ITEMS IN THE PERMEABLE PAVER AREA: - SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF FOUNDATION STONE - PLACEMENT OF CHAMBERS AND EMBEDMENT STONE 8. SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 9. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE CHAMBER SYSTEM. 10. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE VAULT SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE SYSTEM. 11. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 12. SEE SHEETS C6.03-C6.04 AND PLANS BY ADS FOR ADDITIONAL DESIGN INFORMATION. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES. 14. VAULT LAYOUT SHOWN IN THESE PLANS IS FOR REFERENCE ONLY. FINAL VAULT LAYOUT AND DESIGN SHALL BE PER MANUFACTURER. CURRENT DESIGN AND SPECIFICATIONS PROVIDED BY ADS (ADS PROJECT #176511). 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCEING IN ORDER TO PREVENT LOADING OF THE LID DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 16. CONTRACTOR TO COORDINATE ALL ROOF LEADERS WITH THE ARCHITECTURAL AND PLUMBING PLANS PRIOR TO CONSTRUCTION OR ORDERING OF MATERIAL. IF A CONFLICT EXISTS, CONTRACTOR TO CONTACT THE ENGINEER. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET NORTH Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL WEST POND EAST POND NORTH 12 C4.03 SUBGRADE PLAN FG 28.75 FG 28.75 FG 4.3% 27.54 27.28 27.57 27.31 4' (TYP.) 8' SIDEWALK FFE=29.50 FFE=29.50 FFE=29.50 BUS STOP RAMP 2 STAIRS (5" RISES) 2 STAIRS (6" RISES) 2 STAIRS (7" RISES) 3 STAIRS (6" RISES) 3 STAIRS (7" RISES) RESTING AREA (SEE LANDSCAPE PLANS) R.O.W 8' SIDEWALK "RIGHT LANE MUST TURN" SIGN "FIRE LANE EMERGENCY ACCESS ONLY" SIGN 27.78 FG 27.65 FG 7.7% 13:1 15:1 25.61 25.64 26.12 26.14 26.32 26.34 26.57 25.99 26.82 26.85 27.10 27.10 27.52 FG 27.51 FG 27.51 FG 26.92 26.89 27.00 27.00 27.36 FG 27.45 FG 26.40 27.22 FG 27.23 FG 26.00 26.00 27.50 FG 27.50 FG 27.62 FG 26.00 27.19 FG 27.26 FG 27.15 FG 27.17 FG 26.45 27.51 FG 27.49 FG 27.19 FG 27.35 FG 26.00 25.89 25.86 15' UTILITY EASEMENT 4' (TYP.) 9.5% 7.2% 6.4% 6.5% 4.5% 5.3% 15.9% 11.9% 7.3% 6.4% 4.2% FFE=29.50 FFE=29.50 FFE=29.50 FFE=29.50 FFE=29.50 INLET E13 ROLL OVER CURB AND GUTTER 4 STAIRS (7" RISES) 5 STAIRS (6" RISES) 5 STAIRS (6" RISES) 5 STAIRS (7" RISES) 7 STAIRS (6" RISES) 7 STAIRS (6" RISES) R.O.W RESTING AREA (SEE LANDSCAPE PLANS) 8' SIDEWALK 8' SIDEWALK "RIGHT LANE MUST TURN" SIGN "FIRE LANE EMERGENCY ACCESS ONLY" SIGN LOD LOD LOD LOD 50' DRAINAGE EASEMENT 27.85 FG 10.26 FG 26.14 FG 27.74 FG 10.26 FG 27.48 FG 20.94 FG 27.79 FG 27.75 FG 20.94 FG 4:1 25:1 (1.9:1) (4.0:1) (2.3:1) (3.2:1) CULVERT EXTENSION (BY OTHERS) TOP OF BANK 8' SIDEWALK 28.07 28.21 28.43 28.46 28.09 27.91 28.18 28.02 28.03 (1.3:1) 3:1 3:1 3:1 4:1 4:1 4:1 (9.79) (11.06) (18.12) 18.92 <edit> 18.67 <edit> (15.88) G G G G FG 8' SIDEWALK 28.66 28.72 28.65 28.50 28.48 28.47 29.02 28.98 28.84 FL 29.05 FL 29.18 FL 29.22 29.17 28.43 FL (28.43) (28.41) 12' TRAVEL LANE 6' BIKE LANE HANDICAP RAMP "NO LEFT TURN" SIGN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: (47.45) 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 ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL STRUCTURAL WALLS, RETAINING WALLS, LANDSCAPE WALLS, ETC. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. LOD PROPOSED VERTICAL CURB & GUTTER PROPOSED STORM INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SWALE PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PEDESTRIAN ACCESS RAMPS APPROXIMATE LIMITS OF DEVELOPMENT SIDEWALK CHASE FIELD SURVEY BY: Northern Engineering Services, Inc NE Project No. 1229-001 Date: October 30, 2015 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Grad\1229-001_GRAD_DTL.dwg LAYOUT NAME: 1229-001_GRAD_DTL - C4.02 DATE: Mar 21, 2017 - 3:31pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xTOPO] [1229-001_xEXST] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_xGRAD] [1229-001 Proposed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C4.02 DETAIL GRADING PLAN 11 17.50 PROPOSED SPOT ELEVATION BACK OF CURB BOC 17.50 PROPOSED SPOT ELEVATION TOP OF FOUNDATION TOF 17.90 PROPOSED SPOT ELEVATION TOP OF WALL TOW 7.14 PROPOSED SPOT ELEVATION BOTTOM OF WALL BOW 17.50 PROPOSED SLOPES TOP OF BANK SEE ABOVE SEE BELOW C DETAIL C D DETAIL D E DETAIL E TYPE III DRIVEWAY LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 14.51 FG 10.00 FG 13.25 FG 16.75 FG 16.75 FG 12.45 FG 12.19 FG 17.25 FG 11.12 FG 17.90 FG 15.95 FG 15.45 FG 14.86 FG 14.67 FG 11.00 FG 3.99 FG 12.00 FG 5.61 FG 7.14 FG 11.65 <edit> 13.00 FG 8.84 FG 8.63 FG 8.62 FG 4:1 3:1 5:1 10:1 4:1 5:1 4:1 6.1% 3.2% EMERGENCY ACCESS AND DRAINAGE EASEMENT 18.75 FG 19.25 FG 17.50 FG 17.25 FG 17.79 FG 11.25 FG 3:1 4:1 13:1 4:1 10' DRAINAGE EASEMENT STRUCTURAL WALLS (BY OTHERS) INLET E4.1 18" VERTICAL CURB AND GUTTER 9.7% 20.0% 4.7% 10.4% 15.8% 24.7% 6.3% 6' SIDEWALK 5.5' SIDEWALK 10.80 FG 14.85 FG LOD LOD LOD LOD LOD LOD LOD LOD LOD 16.85 FG 15.02 FG 20.50 FG 14.49 FG 17.08 FG 22.00 FG 17.35 FG 22.00 FG 17.74 FG 23.26 FG 23.72 FG 23.22 FG 6:1 4:1 7:1 (9.1:1) (1.9:1) 10' DRAINAGE EASEMENT 18.00 FG 17.05 23.12 FG 23.15 FG CONTECH BRIDGE 6' SIDEWALK 4.5' SIDEWALK 6' SIDEWALK 18" VERTICAL CURB & GUTTER INLET W4.1 STRUCTURAL WALL (BY OTHERS) 10 STAIRS (7" RISES) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: (47.45) 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 ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL STRUCTURAL WALLS, RETAINING WALLS, LANDSCAPE WALLS, ETC. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. LOD PROPOSED VERTICAL CURB & GUTTER PROPOSED STORM INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SWALE PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PEDESTRIAN ACCESS RAMPS APPROXIMATE LIMITS OF DEVELOPMENT SIDEWALK CHASE FIELD SURVEY BY: Northern Engineering Services, Inc NE Project No. 1229-001 Date: October 30, 2015 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Grad\1229-001_GRAD_DTL.dwg LAYOUT NAME: 1229-001_GRAD_DTL - C4.01 DATE: Mar 21, 2017 - 3:31pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xTOPO] [1229-001_xEXST] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_xGRAD] [1229-001 Proposed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C4.01 DETAIL GRADING PLAN 10 17.50 PROPOSED SPOT ELEVATION BACK OF CURB BOC 17.50 PROPOSED SPOT ELEVATION TOP OF FOUNDATION TOF 17.90 PROPOSED SPOT ELEVATION TOP OF WALL TOW 7.14 PROPOSED SPOT ELEVATION BOTTOM OF WALL BOW 17.50 PROPOSED SLOPES TOP OF BANK SEE BELOW SEE ABOVE A DETAIL A B DETAIL B / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D W V WV H2O H Y D WV LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD MAIL CREEK FLOODWAY EROSION BUFFER ZONE PER CITY OF FORT COLLINS CITY FLOOD RISK MAP 15' UTILITY EASEMENT FORT COLLINS SUPPORTIVE HOUSING SUBDIVISION LOT 26 FAIRWAY ESTATES LOT 25 FAIRWAY ESTATES FAIRWAY ESTATES LOT 26 FAIRWAY ESTATES 3RD EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) FAIRWAY ESTATES 18" VERTICAL CURB & GUTTER 18" VERTICAL CURB & GUTTER 18" VERTICAL CURB & GUTTER STRUCTURAL WALLS (BY OTHERS) GARAGE 18" VERTICAL (SEE ARCH. PLANS) CURB & GUTTER INLET W4.1 INLET E4.1 INLET E5.1 INLET E13 CITY FLOODPLAIN STRUCTURAL WALL (BY OTHERS) RECONSTRUCTED CULVERT (SEE PLANS BY OTHERS) EXPOSED BACK OF CURB 24.06 22.94 22.74 22.78 22.84 17.80 17.51 17.44 17.42 17.53 18.06 17.50 FG 17.50 FG 17.21 17.18 17.18 17.24 17.54 17.90 17.62 17.53 17.51 15.92 15.65 15.24 19.13 19.65 19.99 19.71 19.49 19.19 17.35 17.56 17.65 18.01 18.09 18.30 19.60 19.81 19.96 21.06 22.39 (22.48) (23.57) 23.87 FG 20.08 FG 18.97 FG 18.66 FG 18.67 FG 18.29 17.00 16.55 FG 16.15 FG 16.55 18.31 FG 17.19 18.39 FG 19.19 FG 21.82 FG 29.50 FG 29.50 FG 23.50 FG 23.70 FG 21.35 19.99 17.55 18.42 18.58 16.68 16.69 16.71 23.78 23.72 23.78 22.71 22.77 21.71 21.56 19.08 19.02 18.38 17.06 15.11 16.88 18.10 17.95 17.41 28.19 28.43 28.46 28.62 28.81 28.55 27.50 27.71 28.72 27.30 27.01 26.80 25.46 25.63 25.23 25.05 25.15 25.36 25.50 25.53 25.67 25.30 25.30 24.08 23.72 23.59 24.01 18.70 11:1 6:1 4:1 4:1 3:1 5:1 10:1 4:1 4:1 3:1 7:1 4:1 4:1 4:1 5:1 5:1 6:1 5:1 4:1 19:1 6:1 12:1 4.2% 2.1% 2.3% 6.1% 6.1% 4.8% 2.3% 5.2% 3.4% 3.2% 5.1% 8.6% 6.6% 10.6% TOP OF BANK TOP OF BANK TOP OF BANK TOP OF BANK 23:1 20:1 296:1 32:1 21:1 16:1 14:1 10:1 24:1 49:1 13:1 15:1 10:1 19:1 7:1 25:1 BUS STOP 26.99 26.78 26.58 26.81 EMERGENCY ACCESS AND DRAINAGE EASEMENT 30' DRAINAGE AND EMERGENCY ACCESS EASEMENT FFE=29.50 FFE=29.50 FFE=17.50 17.58 17.98 22.30 22.22 25.61 25.64 25.86 25.89 26.12 26.14 26.32 26.34 26.57 25.99 26.82 26.85 27.28 27.31 27.54 27.57 26.93 26.96 27.13 27.16 28.64 28.64 28.73 28.73 RAISED CROSSWALK 10' DRAINAGE EASEMENT 15' UTILITY EASEMENT 4:1 ROLL OVER CURB AND GUTTER ROLL OVER CURB AND GUTTER PEDESTRIAN BRIDGE (BY OTHERS) 28.75 FG 29.39 FG 29.39 FG 29.50 FG 29.39 FG 29.40 FG 28.64 FG 27.22 DETAIL GRADING (SEE SHEET C4.01) DETAIL B GRADING (SEE SHEET C4.01) DETAIL A GRADING (SEE SHEET C4.01) DETAIL B GRADING (SEE SHEET C4.01) DETAIL D GRADING (SEE SHEET C4.02) DETAIL GRADING (SEE SHEET C4.02) DETAIL GRADING (SEE SHEET C4.02) 10' DRAINAGE EASEMENT 19 STAIRS (7" RISES) 22 STAIRS (7" RISES) 18 STAIRS (7" RISES) 16 STAIRS (7" RISES) 3 STAIRS (7" RISES) 3 STAIRS (6" RISES) 28.69 FG 29.50 FG 26.91 50' LARIMER COUNTY CANAL No. 2 IRRIGATION COMPANY EASEMENT (14.19) (13.85) 2.0% 0.7% DETAIL E GRADING (SEE SHEET C4.02) 24.85 25.01 (25.04) (25.68) (25.83) (24.98) 28.09 27.91 (18.12) 18.92 (11.06) 10.26 10.26 (9.79) (15.88) 27.55 20.94 21.00 27.29 3:1 3:1 18.67 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: (47.45) 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 ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL STRUCTURAL WALLS, RETAINING WALLS, LANDSCAPE WALLS, ETC. 5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 7. REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE STORMTECH CHAMBER DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION LOD PROPOSED VERTICAL CURB & GUTTER PROPOSED STORM INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SWALE PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PEDESTRIAN ACCESS RAMPS APPROXIMATE LIMITS OF DEVELOPMENT SIDEWALK CHASE FIELD SURVEY BY: Northern Engineering Services, Inc NE Project No. 1229-001 Date: October 30, 2015 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Grad\1229-001_GRAD.dwg LAYOUT NAME: 1229-001_GRAD - C4.00 DATE: Mar 21, 2017 - 3:31pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xTOPO] [1229-001_xEXST] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_xGRAD] [1229-001 Proposed] [1229-001 Streets] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C4.00 GRADING PLAN 9 17.50 PROPOSED SPOT ELEVATION BACK OF CURB BOC 17.50 PROPOSED SPOT ELEVATION FINISHED GRADE FG 17.50 PROPOSED SLOPES TOP OF BANK / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD G G G G G G E E E E E E E E E G G G UD UD UD ROOF DRAIN (SEE SHEET C3.00) FES W1 (12'' HDPE) STA 10+17.37 N: 107570.25 E: 195262.03 DROP DRAIN BASIN W2 STA 10+73.88 N: 107625.64 E: 195250.84 56.51 LF 12" HDPE @ 0.50% 66.25 LF 12" HDPE @ 9.00% 4.42 LF 8" PVC @ 0.20% 100-YR MH W3 STA 11+40.13 N: 107690.58 E: 195237.71 ROOF DRAIN (SEE SHEET C4.03) ROOF DRAIN (SEE SHEET C3.00) SCOUR STOP WEST POND (SEE SHEET C4.03 FOR MORE DETAIL) 5000 5005 5010 5015 5020 5025 5030 5035 5000 5005 5010 5015 5020 5025 5030 5035 12+50 12+00 11+00 10+00 9+75 5022.31 5026.72 5013.29 5023.44 5024.60 5025.59 PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND SUBGRADE FES W1 (12'' HDPE) STA 10+17.37 FL. EL 5002.7± INV. IN 5001.58 (N) DROP DRAIN BASIN W2 STA 10+73.88 FL. EL 5013.2± INV. IN 5010.10 (N) INV. OUT 5001.86 (S) 100-YR MH W3 STA 11+40.13 FL. EL 5024.1± INV. IN 5016.80 (W) INV. IN 5016.81 (N) INV. IN 5016.06 (E) INV. OUT 5016.06 (S) 4.42 LF 8" PVC @ 0.20% 57.44 LF MC-4500 CHAMBERS @ 0.20% 8" HDPE STA.=11+30.80 INV.=5020.88 (ROOF DRAIN CONNECTION) 66.25 LF 12" HDPE @ 9.00% 56.51 LF 12" HDPE @ 0.50% SCOUR STOP Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strm\1229-001_STRM2.dwg LAYOUT NAME: 1229-001_STRM W - C3.03 DATE: Mar 21, 2017 - 3:31pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_STRM_LEG] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE. 8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH WITH SURROUNDING GRADE PRIOR TO LANDSCAPING. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY OWNER. 11. REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE STORMTECH CHAMBER DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION 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 ISOLATOR ROW PROPOSED STORM INLET CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL PROFILE SCALE: GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 8 STORM LINE W C3.03 PLAN AND PROFILE STORM LINE W GROUND PROPOSED GROUND EXISTING GROUND 23.77 LF 15" HDPE @ 5.50% INLET E4.15 STA 10+73.56 FL. EL 5015.4± INV. OUT 5011.26 (N) 5017.52 5017.26 5016.27 5015.41 6" PERFORATED HDPE STA.=10+55.07 INV.=5008.27 (UNDERDRAIN) 15" RD TEE E4.4 STA 10+10.00 INV. 5009.96 (E) INV. 5009.96 (W) INV. 5009.96 (S) WQ MH E4.3 STA 10+22.55 INV. 5009.14 (E) INV. 5009.14 (N) INV. 5012.29 (W) INV. 5009.14 (S) JUNCTION E4.2 STA 10+31.63 INV. 5009.12 (E) INV. 5009.12 (N) INV. 5009.13 (S) JUNCTION E4 STA 10+92.85 INV. 5009.11 (N) INV. 5009.11 (E) INV. 5009.11 (S) INV. 5009.11 (W) WQ MH E4.14 STA 10+49.79 RIM 5016.3± INV. IN 5009.09 (E) INV. IN 5009.09 (N) INV. IN 5009.95 (S) 9.08 LF 8" HDPE @ 0.20% 9.08 LF 8" HDPE @ 0.20% 9.08 LF 8" HDPE @ 0.20% 12.55 LF 8" HDPE @ 6.50% S CONTROL IRR CONTROL IRR SS SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LOD LOD LOD LOD LOD LOD LOD LOD LOD S E UD UD UD JUNCTION E5 (ISERTA TEE) STA 10+00.00 N: 107595.38 E: 195687.34 103.76 LF 15" HDPE @ 0.90% INLET E5.1 STA 11+03.75 N: 107494.63 E: 195662.56 EAST POND (SEE SHEET C4.03 FOR MORE DETAIL) ROOF DRAIN (SEE SHEET C3.00) STORM LINE E (SEE SHEET C3.01) 5000 5005 5010 5015 5020 5025 5030 5035 5000 5005 5010 5015 5020 5025 5030 5035 9+75 10+00 11+00 11+50 5021.06 5019.74 5018.89 5018.20 5017.51 PROPOSED GROUND EXISTING GROUND 4.17 LF 15" HDPE @ 0.00% (CONNECT TO CROWN OF ISOLATOR ROW) JUNCTION E5 (ISERTA TEE) STA 10+00.00 RIM 5014.5± INV. IN 5013.08 (S) INV. OUT 5013.08 (N) 103.76 LF 15" HDPE @ 0.90% INLET E5.1 STA 11+03.75 FL. EL 5017.4± INV. OUT 5014.01 (N) PROPOSED GROUND EXISTING GROUND 6" PERFORATED HDPE STA.=10+01.02 INV.=5008.51 (UNDERDRAIN) Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strm\1229-001_STRM2.dwg LAYOUT NAME: 1229-001_STRM E4 & E5 - C3.02 DATE: Mar 21, 2017 - 3:30pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_STRM_LEG] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE. 8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH WITH SURROUNDING GRADE PRIOR TO LANDSCAPING. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY OWNER. 11. REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE STORMTECH CHAMBER DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION 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 ISOLATOR ROW PROPOSED STORM INLET STORM LINE E4 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL PROFILE SCALE: GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 7 PROFILE SCALE: STORM LINE E5 C3.02 PLAN AND PROFILE STORM LINES E4 AND E5 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D W W W W W W W V WV H2O H Y D WV LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD EV G G G G E E E E S E E UD UD UD UD FES E1 (15'' HDPE) STA 10+10.00 N: 107580.10 E: 195490.73 26.65 LF 15" HDPE @ 0.50% MH E12 STA 14+17.86 N: 107777.81 E: 195722.32 44.89 LF 15" HDPE @ 0.50% 56.99 LF 15" HDPE @ 0.61% INLET E13 STA 14+74.85 N: 107810.95 E: 195675.95 STORM LINE E4 (SEE SHEET C3.02 ) STORM LINE E5 (SEE SHEET C3.02 ) 5.00 LF 15" HDPE @ 0.50% 64.98 LF 15" HDPE @ 0.50% RD E9 STA 13+42.63 N: 107702.58 E: 195722.27 RD E11 STA 13+52.88 N: 107712.83 E: 195722.27 RD E8 STA 12+97.74 N: 107657.70 E: 195722.24 DROP DRAIN BASIN E2 STA 10+36.65 N: 107592.49 E: 195514.32 33.62 LF 15" HDPE @ 0.50% 100-YR MH E3 STA 10+70.27 N: 107608.63 E: 195543.82 6'' WYE CONNECTION STA 10+73.57 N: 107608.63 E: 195547.12 JUNCTION E10 STA 13+47.63 N: 107707.58 E: 195722.27 19.28 LF 8" HDPE @ 4.60% JUNCTION E4 STA 10+92.85 N: 107608.63 E: 195566.40 4.42 LF 8" HDPE @ 0.20% 25.52 LF 15" HDPE @ 0.50% 3.30 LF 8" HDPE @ 4.60% WQ MH E7 STA 12+48.65 N: 107608.61 E: 195722.20 49.09 LF 15" HDPE @ 2.00% EAST POND (SEE SHEET C4.03 FOR MORE DETAIL) SCOUR STOP ROOF DRAIN E4 (SEE SHEET C3.00 ) 4995 5000 5005 5010 5015 5020 5025 5030 5035 5040 4995 5000 5005 5010 5015 5020 5025 5030 5035 5040 9+50 10+00 11+00 12+00 13+00 14+00 15+00 RD E8 STA 12+97.74 FL. EL 5021.8± INV. IN 5020.38 (N) INV. IN 5020.38 (W) INV. OUT 5020.38 (S) MH E12 STA 14+17.86 RIM 5025.7± INV. IN 5020.98 (NW) INV. IN 5020.98 (W) INV. OUT 5020.98 (S) INLET E13 STA 14+74.85 FL. EL 5025.1± INV. OUT 5021.33 (SE) 26.65 LF 15" HDPE @ 0.50% 44.89 LF 15" HDPE @ 0.50% 56.99 LF 15" HDPE @ 0.61% PROPOSED GROUND EXISTING GROUND 5012.30 5016.70 5016.70 5017.57 5018.90 5020.21 5021.39 5021.86 5022.78 5023.74 5024.13 5024.68 5025.12 5025.35 5025.58 5026.21 5025.62 5025.12 PROPOSED GROUND EXISTING GROUND FES E1 (15'' HDPE) STA 10+10.00 INV. 4998.93 (NE) 8" PVC SANITARY SERVICE STA.=12+36.58 INV.=5013.89 SUBGRADE 100-YR MH E3 STA 10+70.27 RIM 5016.8± INV. IN 5008.07 (E) INV. OUT 5002.17 (SW) DROP DRAIN BASIN E2 STA 10+36.65 RIM 5004.2± INV. IN 5002.00 (NE) INV. OUT 4999.06 (SW) RD E9 STA 13+42.63 RIM 5022.1± INV. IN 5020.60 (N) INV. IN 5020.60 (W) INV. OUT 5020.60 (S) JUNCTION E10 STA 13+47.63 RIM 5022.1± INV. IN 5020.63 (N) INV. IN 5020.63 (W) INV. OUT 5020.63 (S) RD E11 STA 13+52.88 RIM 5022.1± INV. IN 5020.65 (N) INV. IN 5020.65 (W) INV. OUT 5020.65 (S) 5.00 LF 15" HDPE @ 0.50% 5.25 LF 15" HDPE @ 0.50% 64.98 LF 15" HDPE @ 0.50% 33.62 LF 15" HDPE @ 0.50% 3.30 LF 8" HDPE @ 4.60% 19.28 LF 8" HDPE @ 4.60% 6'' WYE CONNECTION STA 10+73.57 INV. 5008.22 (E) INV. 5008.22 (SE) INV. 5008.22 (W) JUNCTION E4 STA 10+92.85 INV. 5009.11 (N) INV. 5009.11 (E) INV. 5009.11 (S) INV. 5009.11 (W) 25.52 LF 15" HDPE @ 0.50% 49.09 LF 15" HDPE @ 2.00% WQ MH E7 STA 12+48.65 RIM 5022.7± INV. IN 5019.40 (N) INV. OUT 5009.50 (S) INV. OUT 5009.50 (W) SCOUR STOP 125.87 LF MC-4500 CHAMBERS @ 0.20% 4.42 LF 8" HDPE @ 0.20% EXISTING 12" WATER LINE Station=14+68.71 INV.=5018.57 (SEE NOTE 9) 19" Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strm\1229-001_STRM.dwg LAYOUT NAME: 1229-001_STRM E - C3.01 DATE: Mar 21, 2017 - 3:30pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_STRM_LEG] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE. 8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH WITH SURROUNDING GRADE PRIOR TO LANDSCAPING. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY OWNER. 11. REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE STORMTECH CHAMBER DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION 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 ISOLATOR ROW PROPOSED STORM INLET STORM LINE E CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL NORTH PROFILE SCALE: GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 6 DRAIN BASIN E10.1 (SEE SHEET C3.00) C3.01 PLAN AND PROFILE STORM LINE E S E E UD UD UD UD S S T E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G SS SS SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D W W W W W W W V WV H2O H Y D WV FORT COLLINS SUPPORTIVE HOUSING SUBDIVISION LOT 26 FAIRWAY ESTATES FAIRWAY ESTATES LOT 26 FAIRWAY ESTATES 3RD EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) FAIRWAY ESTATES ELECTRIC TRANSFORMER ELECTRIC METER PROPOSED ELECTRIC VAULT PROPOSED FIRE HYDRANT ASSEMBLY 3" METER W/ CURB STOP EXISTING TELEPHONE LINE EXISTING TELEPHONE LINE EXISTING TELEPHONE LINE EXISTING UNDERGROUND FIBER OPTIC ELECTRIC METER ELECTRIC TRANSFROMER ELECTRIC SERVICE (TYP.) GAS METER GAS METER EXISTING TELEPHONE LINE EXISTING GAS 3" DOMESTIC WATER SERICE 45° BEND W/ TB N: 107738.40 E: 195468.38 12" X 6" SWIVEL TEE 1 - 6" GV (S) N: 107809.79 E: 195264.59 MAIL CREEK FLOODWAY EROSION BUFFER ZONE PER CITY OF FORT COLLINS CITY FLOOD RISK MAP 30' EMERGENCY ACCESS EASEMENT 12" X 6" WET TAP 1 - 6" GV (S) N: 107805.09 E: 195469.71 6" DOMESTIC FIRE SERVICE EXISTING FIRE HYDRANT 15' UTILITY EASEMENT 50' LARIMER COUNTY CANAL No. 2 IRRIGATION COMPANY EASEMENT PROPOSED CONCRETE CULVERT 20.98 LF 6" PVC CITY FLOODPLAIN TOP OF BANK TOP OF BANK TOP OF BANK ABANDON EXISTING 24" PIPE FURTHER COORDINATION WITH CITY AND UTILITY PROVIDERS TO DETERMINE PLACEMENT 30' DRAINAGE AND ACCESS EASEMENT 50' LARIMER COUNTY CANAL No. 2 IRRIGATION COMPANY EASEMENT 15' UTILITY EASEMENT DRAINAGE AND EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT EXISTING SAN MH RIM=5015.26 INV. IN=5009.51 (E) INV. IN=5009.59 (N) INV. OUT=5009.49 (S) POTHOLE EXISTING 12" WATER LINE (CONTRACTOR TO MAINTAIN 18" MIN. CLEARANCE BETWEEN STORM SEWER & WATER MAIN. SEE NOTE 9) EXISTING SS MANHOLE RIM TO BE ADJUSTED TO FINISHED GRADE INV. IN=5013.27 (N) INV. OUT=5013.07 (E) FG=5021.06 EXISTING 205.59 LF 8" PVC @ 0.50% 75.05 LF 8" PVC @ 2.00% EXISTING 12" WATER LINE EXISTING 12" WATER LINE 11.74 LF 6" HDPE @ 2.00% 10' DRAINAGE EASEMENT RD CONNNECTION W5 INV. IN=5021.28 (N) INV. OUT=5016.95 (S) FG=5026.79 29.22 LF 8" HDPE @ 0.50% 45° BEND W6 INV. IN=5021.43 (NE) INV. OUT=5021.43 (S) FG=5028.13 7.18 LF 8" HDPE @ 0.50% 45° BEND W7 INV. IN=5021.46 (E) INV. OUT=5021.46 (SW) FG=5028.35 22.89 LF 8" HDPE @ 0.50% 9.14 LF 6" HDPE @ 5.00% 76.71 LF 8" HDPE @ 0.50% 50.42 LF 8" HDPE @ 0.50% RD W9 INV. IN=5021.96 (E) INV. IN=5021.96 (S) INV. OUT=5021.96 (W) FG=5027.94 7.00 LF 6" HDPE @ 5.00% RD W10 INV. IN=5022.21 (E) INV. IN=5022.21 (S) INV. OUT=5022.21 (W) FG=5027.48 81.13 LF 8" HDPE @ 0.50% 7.00 LF 6" HDPE @ 5.00% RD W11 INV. IN=5022.62 (E) INV. IN=5022.62 (S) INV. OUT=5022.62 (W) FG=5027.50 4.42 LF 6" HDPE @ 5.00% 41.76 LF 8" HDPE @ 0.50% RD W12 INV. IN=5022.82 (E) INV. IN=5022.82 (S) INV. OUT=5022.83 (W) FG=5027.22 9.14 LF 6" HDPE @ 5.00% 76.71 LF 8" HDPE @ 0.50% RD W13 INV. IN=5023.21 (E) INV. IN=5023.21 (S) INV. OUT=5023.21 (W) FG=5026.96 7.00 LF 6" HDPE @ 5.00% 50.45 LF 8" HDPE @ 0.50% RD W14 INV. IN=5023.46 (S) INV. OUT=5023.46 (W) FG=5026.66 7.00 LF 6" HDPE @ 5.00% 76.71 LF 8" HDPE @ 0.50% RD W8 INV. IN=5021.58 (E) INV. IN=5021.58 (S) INV. OUT=5021.58 (W) FG=5028.66 12" X 3" WET TAP N: 107805.49 E: 195452.34 FOR STORMTECH INSTALLATION (SEE SHEET C4.03) FOR STORMTECH INSTALLATION (SEE SHEET C4.03) 11.61 LF 6" HDPE @ 2.00% 11.60 LF 6" HDPE @ 2.00% 11.51 LF 6" HDPE @ -47.20% STORM LINE E (SEE SHEET C3.01) STORM LINE W (SEE SHEET #####) STORM LINE E5 (SEE SHEET C3.02) STORM LINE E4 (SEE SHEET C3.02) 13.73 LF 6" HDPE @ 5.00% RD TEE E4.11 INV. IN=5018.06 (N) INV. OUT=5018.06 (E) FG=5021.71 49.08 LF 8" HDPE @ 3.70% RD TEE E4.10 INV. IN=5016.24 (W) INV. IN=5016.24 (N) INV. OUT=5016.24 (E) FG=5019.31 8.28 LF 6" HDPE @ 5.00% 28.42 LF 8" HDPE @ 3.70% RD TEE E4.9 INV. IN=5015.19 (W) INV. IN=5015.19 (N) INV. OUT=5015.19 (E) FG=5018.14 8.28 LF 6" HDPE @ 5.00% 77.49 LF 8" HDPE @ 3.70% RD TEE E4.8 INV. IN=5012.32 (W) INV. IN=5012.32 (N) INV. OUT=5012.32 (E) FG=5015.23 11.59 LF 6" HDPE @ 5.00% 15.51 LF 8" HDPE @ 0.50% RD TEE E4.7 INV. IN=5012.24 (W) INV. IN=5012.24 (N) INV. OUT=5012.24 (E) FG=5015.76 12.26 LF 6" HDPE @ 5.00% 113.18 LF 8" HDPE @ 0.50% RD TEE E4.6 INV. IN=5011.68 (W) INV. IN=5011.68 (N) INV. OUT=5011.68 (E) FG=5017.85 10.26 LF 6" HDPE @ 5.00% 10.26 LF 6" HDPE @ 5.00% 10.65 LF 8" HDPE @ 10.33% 66.77 LF 8" HDPE @ 10.00% RD TEE E4.4 INV. IN=5009.96 (E) INV. IN=5009.96 (W) INV. OUT=5009.96 (S) FG=5017.65 12.26 LF 6" HDPE @ 5.00% 66.77 LF 8" HDPE @ 10.00% RD TEE E4.12 INV. IN=5016.64 (E) INV. IN=5016.64 (N) INV. OUT=5016.64 (W) FG=5019.92 28.42 LF 8" HDPE @ 7.00% RD TEE E4.13 INV. IN=5018.62 (N) INV. OUT=5018.63 (W) FG=5021.34 RD TEE E4.5 INV. IN=5011.06 (W) INV. IN=5011.06 (N) INV. OUT=5011.06 (E) FG=5017.54 STORM LINE E (SEE SHEET C3.01) SCOUR STOP SCOUR STOP 10.33 LF 8" HDPE @ 2.00% JUNCTION E10 INV. IN=5020.63 (N) INV. IN=5020.63 (W) INV. OUT=5020.63 (S) FG=5025.11 DRAIN BASIN E10.1 INV. OUT=5020.83 (E) FG=5023.50 RECONSTRUCTED 10'x30' CONCRETE BOX CULVERT (SEE PLANS BY OTHERS) 15' UTILITY EASEMENT 15' UTILITY EASEMENT GAS SERVICE (TYP.) SAND/OIL SEPERATOR 15.00 UTILITY EASEMENT 20.00 UTILITY EASEMENT 40.00 ACCESS & EMERGENCY ACCESS EASEMENT 10.00 UTILITY EASEMENT 25.00 EMERGENCY ACCESS EASEMENT 30.00 UTILITY EASEMENT 20.00 DRAINAGE EASEMENT 30.00 EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT 9.14 LF 6" HDPE @ 5.00% RD W11.1 INV. IN=5023.08 (W) INV. OUT=5023.07 (N) FG=5027.84 WATER LOWERING (SEE SHEET XXX) Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Util\1229-001_UTIL.dwg LAYOUT NAME: 1229-001_UTIL - C3.00 DATE: Mar 21, 2017 - 3:30pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xSITE] [1229-001_xEXST] [NES-xborder] [1229-001_UTIL_LEG] [1229-001_xPutil] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED FIRE SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE W CONTROL IRR W S O E G PROPERTY BOUNDARY S PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER 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 CONSTRUCTION SHALL BE PER THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL SANITARY CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 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. 7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8. 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. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY OWNDER. 12. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 13. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER CONTRACTOR. 15. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO CONFLICTS WITH OTHER UTILITIES. 16. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. 17. REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE STORMTECH CHAMBER DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION F APPROXIMATE LIMITS OF DEVELOPMENT LOD TOP OF BANK CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH 5 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Chris J. Matkins, General Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL C3.00 UTILITY PLAN / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D W V WV H2O H Y D WV BIKE RACK (TYP.) BIKE RACK (TYP.) BIKE RACK (TYP.) BIKE RACK (TYP.) BIKE RACK (TYP.) 15' UTILITY EASEMENT "RIGHT LANE MUST TURN" SIGN "RIGHT LANE MUST TURN" SIGN 50' LARIMER COUNTY CANAL No. 2 IRRIGATION COMPANY EASEMENT N:107569.48 E:195533.75 N:107563.32 E:195528.75 N:107585.09 E:195528.74 N:107590.09 E:195533.74 N:107585.09 E:195521.24 N:107590.09 E:195526.24 N:107609.45 E:195521.24 N:107609.45 E:195526.24 N:107626.95 E:195503.74 N:107631.95 E:195503.74 N:107626.95 E:195450.82 N:107631.95 E:195455.82 N:107637.82 E:195359.88 N:107637.82 E:195258.63 N:107661.32 E:195235.13 N:107675.26 E:195235.13 N:107681.10 E:195211.14 N:107709.33 E:195211.05 N:107790.83 E:195199.46 N:107801.80 E:195170.48 N:107801.83 E:195127.47 N:107796.68 E:195121.42 N:107651.59 E:195258.65 N:107707.84 E:195256.66 N:107777.59 E:195256.74 N:107777.59 E:195460.57 N:107777.59 E:195506.75 N:107777.59 E:195710.58 N:107651.59 E:195708.67 N:107651.59 E:195633.17 N:107714.18 N:107714.18 E:195672.13 E:195545.21 N:107676.68 E:195573.38 N:107676.68 E:195643.96 N:107652.59 E:195508.65 N:107652.59 E:195458.65 N:107651.59 E:195561.64 N:107651.59 E:195584.08 N:107651.59 E:195383.15 N:107676.68 E:195393.95 N:107714.18 E:195422.11 N:107676.68 E:195323.36 N:107714.18 E:195295.20 N:107651.59 E:195334.15 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK HANDICAP 17' (TYP.) PARKING SIGN 15' UTILITY DRAINAGE AND EASEMENT EMERGENCY ACCESS EASEMENT 9' 9' (TYP.) 17' (TYP.) 30' EMERGENCY ACCESS EASEMENT 6' SIDEWALK 18" VERTICAL CURB AND GUTTER 30" VERTICAL CURB AND GUTTER 6' BIKE LANE 18" OUTFALL CURB AND GUTTER 9' (TYP.) FORT COLLINS SUPPORTIVE HOUSING SUBDIVISION FAIRWAY ESTATES LOT 26 EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) FAIRWAY ESTATES EXISTING "FIRE LANE" SIGN EXISTING "FIRE LANE" SIGN EXISTING "FIRE LANE" SIGN B B C T T 1 1 3 3 2 2 2 3 2 "FIRE LANE NO PARKING" SIGN INTERIOR COURTYARD (SEE LANDSCAPE PLANS) INTERIOR COURTYARD (SEE LANDSCAPE PLANS) RISERS RISERS END EXPOSED B.O.C N:107490.32 E:195677.15 START EXPOSED B.O.C N:107543.77 E:195718.65 T "FIRE LANE EMERGENCY ACCESS ONLY" SIGN RAISED CROSSWALK STRUCTURAL WALL (BY OTHERS) STRUCTURAL WALL (BY OTHERS) STRUCTURAL WALL (BY OTHERS) FENCE (SEE LANDSCAPE PLANS) FENCE (SEE LANDSCAPE PLANS) 3 2 40' ROLL OVER CURB AND GUTTER W/ 5' TRANSITION 40' ROLL OVER CURB AND GUTTER W/ 5' TRANSITION DRAINAGE 10' DRAINAGE EASEMENT EASEMENT BUS STOP FIRE LANE FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL OR FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL "FIRE LANE EMERGENCY ACCESS ONLY" SIGN 1 PEDESTRIAN BRIDGE (BY OTHERS) N:107569.48 E:195642.65 N:107554.98 E:195657.15 N:107487.32 E:195657.15 N:107487.32 E:195701.66 FOR PROPOSED STRIPING (SEE SHEET C5.04) FOR PROPOSED STRIPING (SEE SHEET C5.04) TYPE III DRIVEWAY APPROACH TYPE III DRIVEWAY APPROACH EXISTING CURB ALIGNMENT TIE TO EXISTING TIE TO EXISTING PAVING (SEE LANDSCAPE PLANS) PAVING (SEE LANDSCAPE PLANS) R9.5' LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 LENGTH 11.80' 72.00' 14.00' 0.85' 24.00' 0.85' 14.00' 72.00' 11.80' 0.56' 12.00' 90.00' 12.00' 16.85' 29.96' 0.90' 14.00' 18.00' BEARING N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E N00°00'00.00"E N89°57'30.13"E LINE TABLE LINE L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 LENGTH 14.97' 1.00' 26.28' 26.28' 0.98' 15.00' 22.10' 117.00' 54.79' 11.94' 6.89' 52.27' 4.57' 4.57' 142.75' 78.50' 1.94' 6.86' BEARING S00°00'00.00"E N90°00'00.00"E N00°00'00.00"E S00°00'00.00"E N90°00'00.00"E N00°00'00.00"E N90°00'00.00"W N90°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W S00°04'27.55"W S89°55'32.45"E N89°55'32.45"W N00°04'28.03"E S00°04'27.30"W N00°00'00.00"E S89°56'02.03"E LINE TABLE LINE L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 LENGTH 17.50' 17.51' 16.20' 16.21' 16.57' 16.58' 9.15' 4.14' 8.00' 4.14' 16.60' 9.14' 16.60' 16.30' 16.31' 17.67' 17.67' 17.68' BEARING N00°00'00.00"E S00°00'00.00"E N00°00'00.00"E S00°00'00.00"E N00°00'00.00"E S00°00'00.00"E S89°56'51.69"E S00°03'08.31"W S89°56'51.69"E N00°03'08.31"E S00°00'00.00"E S89°56'51.69"E N00°00'00.00"E S00°00'00.00"E N00°00'00.00"E S00°00'00.00"E N00°00'00.00"E S00°00'00.00"E LINE TABLE LINE L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 LENGTH 528.73' 17.72' 17.73' 17.73' 16.43' 16.44' 631.06' 16.80' 16.80' 9.17' 4.37' 8.00' 4.37' 9.12' 16.83' 16.83' 16.53' 16.53' BEARING S89°56'51.69"E N00°00'00.00"E N00°00'00.00"E S00°00'00.00"E S00°00'00.00"E N00°00'00.00"E N89°56'51.69"W S00°00'00.00"E N00°00'00.00"E N89°56'51.69"W N00°03'08.31"E N89°56'51.69"W S00°03'08.31"W N89°56'51.69"W S00°00'00.00"E N00°00'00.00"E S00°00'00.00"E N00°00'00.00"E LINE TABLE LINE L73 L74 L75 L76 L77 L83 L86 L87 L88 L89 L92 L96 L98 L103 L104 LENGTH 18.09' 17.90' 19.53' 19.53' 71.31' 110.92' 30.00' 22.28' 22.28' 72.35' 28.90' 2.59' 45.08' 16.13' 6.00' BEARING S00°00'00.00"E N00°00'00.00"E N72°33'01.94"W N72°33'01.94"W N89°56'51.69"W N00°00'00.00"E N90°00'00.00"E N00°00'00.00"E N00°00'00.00"E N90°00'00.00"W N90°00'00.00"W S00°00'00.00"E N89°59'59.92"W N00°00'00.00"E N90°00'00.00"W CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 DELTA 90°22'53" 81°35'10" 98°10'48" 90°00'00" 90°00'00" 98°10'48" 81°49'12" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 94°18'52" 85°41'08" 89°55'32" 90°04'28" 90°00'00" 90°00'00" RADIUS 10.00' 25.00' 5.00' 3.00' 3.00' 5.00' 25.00' 5.00' 5.00' 3.00' 2.00' 2.00' 2.00' 2.00' 5.00' 25.00' 3.00' 3.00' 3.00' 3.00' LENGTH 15.77' 35.60' 8.57' 4.71' 4.71' 8.57' 35.70' 7.85' 7.85' 4.71' 3.14' 3.14' 3.14' 3.14' 8.23' 37.39' 4.71' 4.72' 4.71' 4.71' BEARING N45°02'35"W S48°58'23"W S40°54'36"E S45°00'00"W N45°00'00"W N40°54'36"E N49°05'24"W S45°00'00"W N45°00'00"W N45°00'00"E S45°00'00"E N45°00'00"E S45°00'00"E N45°00'00"E S47°09'26"E N42°50'34"E S45°02'14"W N44°57'46"W S44°55'32"E S45°04'28"W CHORD 14.19' 32.67' 7.56' 4.24' 4.24' 7.56' 32.74' 7.07' 7.07' 4.24' 2.83' 2.83' 2.83' 2.83' 7.33' 34.00' 4.24' 4.25' 4.24' 4.24' CURVE TABLE CURVE C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 DELTA 90°04'28" 89°59'30" 89°56'52" 17°23'50" 17°23'50" 17°23'50" 17°23'50" 90°00'00" 90°00'00" 6°48'37" 6°49'35" 89°11'05" 0°49'54" 82°57'52" 90°00'00" 93°34'00" 121°23'57" RADIUS 3.00' 3.00' 20.00' 40.00' 48.00' 40.00' 32.00' 15.00' 21.00' 410.00' 422.00' 3.00' 416.00' 18.00' 25.00' 5.00' 10.00' LENGTH 4.72' 4.71' 31.40' 12.15' 14.57' 12.15' 9.72' 23.56' 32.99' 48.73' 50.28' 4.67' 6.04' 26.06' 39.27' 8.17' 21.19' BEARING S44°57'46"E N45°04'13"E N44°58'26"W N81°14'57"W N81°14'57"W N81°14'57"W N81°14'57"W N45°00'00"W N45°00'00"W N86°35'42"W N86°36'11"W S44°35'32"E S89°36'02"E N74°41'33"E N45°00'00"W S43°13'00"E S12°55'38"W CHORD 4.25' 4.24' 28.27' 12.10' 14.52' 12.10' 9.68' 21.21' 29.70' 48.70' 50.25' 4.21' 6.04' 23.85' 35.36' 7.29' 17.44' N:107796.68 E:195121.42 8' SIDEWALK "NO LEFT TURN" SIGN R13' R10' TYPE III DRIVEWAY APPROACH TIE TO EXIST TIE TO EXISTING Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Site\1229-001_HORZ.dwg LAYOUT NAME: 1229-001_HORZ - C2.00 DATE: Mar 21, 2017 - 3:29pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [1229-001_HORZ_LEG] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 3. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATIONS MANUAL. 4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 6. REFER TO SITE AND LANDSCAPE PLANS FOR DECORATIVE PAVING, SCORING, ETC. 7. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. 8. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. NOTES: STANDARD ACCESS RAMP CORNER LOCATION ACCESS RAMP C A CURB AND GUTTER DIRECTIONAL ACCESS RAMP (FLARE OPTION) B X' PAN PX 30" VERTICAL CURB AND GUTTER TRANSITION CURB AND GUTTER 18" OUTFALL CURB AND GUTTER 1 2 T CONCRETE PAVING PRIVATE HEAVY-DUTY PAVING EXPOSED BACK OF CURB OUTFALL CURB AND GUTTER TRANSITION BETWEEN INFLOW AND OUTFALL T PRIVATE LIGHT-DUTY PAVING 18" INFLOW CURB AND GUTTER 3 GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH SEE ABOVE SEE BELOW 4 C2.00 HORIZONTAL CONTROL PLAN T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G SS SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D W W W W W W WV WV H2O H Y D WV 20' WIDE FORT COLLINS - LOVELAND WATER DISTRICT EASEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EROSION BUFFER ZONE PER CITY OF FORT COLLINS CITY FLOOD RISK MAP LOT 26 FAIRWAY ESTATES FAIRWAY ESTATES LOT 26 FAIRWAY ESTATES 3RD EAST HARMONY ROAD (PUBLIC R.O.W. VARIES) FAIRWAY ESTATES FORT COLLINS SUPPORTIVE HOUSING SUBDIVISION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CULVERT TO BE REMOVED (SEE DESIGN BY OTHERS) PRESERVE AND PROTECT EXISTING RIPRAP CHANNEL EDGE OF SCRUB TREES. PRESERVE SLOPE PER GRADING, EROSION CONTROL, AND LANDSCAPING PLANS. PRESERVE & PROTECT EXISTING TREES PRESERVE & PROTECT EXISTING TREES REMOVE TREE REMOVE TREE REMOVE TREE REMOVE TREE REMOVE TREE REMOVE TREE REMOVE TREE PRESERVE & PROTECT TREE PRESERVE & PROTECT TREE PRESERVE & PROTECT TREE PRESERVE & PROTECT SIGN PRESERVE & PROTECT SIGN REMOVE SIGN REMOVE CURB & GUTTER PRESERVE & PROTECT CONCRETE WALL PRESERVE & PROTECT STEEL STRUCTURE PRESERVE & PROTECT SIGN EXISTING SANITARY SEWER MH RIM: 5019.78 INV. IN: 5013.27 (W) INV. OUT: 5013.07 (E) EXISTING SANITARY SEWER MH RIM: 5015.26 INV. IN: 5009.51 (8" PVC - E) INV. IN: 5009.59 (8" PVC - N) INV. OUT: 5009.49 (8" PVC - S) REMOVE FENCE RELOCATE PHONE PEDESTAL (SEE UTILITY PLANS) REMOVE TREE RELOCATE ELECTRIC VAULT (SEE UTILITY PLANS) EXISTING CURB AND GUTTER TO BE REMOVED EXISTING 18" RCP TOP= 5023.67 TO BE REMOVED EXISTING 18" RCP TOP= 5023.34 TO BE REMOVED ±40 LF 24" RCP TO BE REMOVED REMOVE WALL EXISTING CURB AND GUTTER TO BE REMOVED EXISTING IRRIGATION DITCH TO BE REMOVED EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT TO BE REMOVED AND CAPPED AT MAIN EXISTING UNDERGROUND TELEPHONE LINE EXISTING FIBER OPITC EXISTING PHONE PEDESTAL TO BE RELOCATED FIBER OPTIC VAULTS TO BE RELOCATED TOP OF BANK TOP OF BANK TOP OF BANK ± 6530 SQ. FT ASPHALT REMOVAL EXISTING IRRIGATION CONTROL TO BE RELOCATED BASIS OF BEARING: (M) S89°56'52"E (R) N89°52'E (M) S89°56'52"E 634.75' (R) N89°52'E 635.03' (M) S00°04'28"W 419.86' (R) N00°08'19"W (M) N54°53'34"W 331.94' (R) S55°06'25"E (M) N82°16'40"W 312.59' (R) S82°27'47"E (M) N01°01'40"E 266.17' (R) N00°51'W (M) S36°16'28"W 97.48' (R) N36°05'20"E EX. 12" WATER EX. 12" WATER MAIL CREEK FLOODWAY LARIMER COUNTY CANAL #2 SAW CUT SAW CUT 30' EMERGENCY ACCESS EASEMENT / / / / / / / / / / / / / / REMOVE ±24 LF OF SANITARY SEWER STUB SAW CUT ± 7580 SF OF ASPHALT SAW CUT EXISTING IRRIGATION CONTROL TO BE RELOCATED EXISTING IRRIGATION CONTROL TO BE RELOCATED RELOCATE LIGHT POLE TELEPHONE PEDESTALS TO BE RELOCATED UTILITY EASEMENT ±440 S.F. OF RIPRAP TO BE REMOVED (SEE DESIGN BY OTHERS) REMOVE TREE REMOVE TREE REMOVE TREE REMOVE TREE VAULT F.O. VAULT ELEC H Y D T T T T T FO G G ± 1000 SQ. FT. ASPHALT REMOVAL EXISTING FH TO BE RELOCATED RELOCATION OF DRY UTILITIES TO BE COORDINATED WITH THE CITY AND UTILITY PROVIDERS EXISTING STRIPING TO BE REMOVED SAW CUT EAST HARMONY ROAD (PUBLIC ROW VARIES) 115 EAST HARMONY ROAD ± 1094.16 SF OF SIDEWALK TO BE REMOVED ± 137' LF OF CURB AND GUTTER REMOVAL E LEGEND: G T FIELD SURVEY BY: NOTES: SS W X VAULT ELEC CONTROL IRR C1.00 AND DEMOLITION PLAN EXISTING CONDITIONS Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\Exist\1229-001_ECON.dwg LAYOUT NAME: C1.00 DATE: Mar 21, 2017 - 3:29pm CAD OPERATOR: blaine LIST OF XREFS: [1229-001_xTOPO] [1229-001_xADJ] [NES-xborder] [1229-001_xEXST] [1229-001_xSITE] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 1229-001 DATE: OCTOBER 30, 2015 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. 5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 7. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 8. 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. 9. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE SHALL BE REMOVED FROM JOINT TO JOINT. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 14. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 15. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R FO 3 SEE DETAIL 1 (THIS SHEET) 1 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 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's 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 City of Fort Collins 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 Larimer County. 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 Y402 Found 235.9' south of the center of Palmer drive, 105' east of the centerline of the northbound lanes of US Highway 287, west of a brick sign in a 5-inch logo cap. Elevation=5018.96 City of Fort Collins benchmark 4-08 On the south side of Harmony Rd. at the northwest corner of 625 East Harmony Rd. (Front Range Baptist Church) on the north wall of a concrete irrigation drop structure. Elevation=5017.14 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 - 3.20'. Basis of Bearings Basis of Bearings is the North line of the Northwest Quarter of Section 1, Township 6 North, Range 69 West of the 6th P.M. as bearing South 89°56'52" 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: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage Report for Brick Stone Apartments dated 03/22/2017 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterlines shall be C900, DR 18 PVC pipe with a minimum 12 gage insulated tracer wire. 2. 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. 3. Water service provided by Fort Collins-Loveland Water District. Sanitary service provided by South Fort Collins Sanitation District. 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. All water fittings and valves are only graphically represented and are not to scale. 6. Minimum depth of cover over water mains shall be 5.0'. maximum cover shall be 6.0'. 7. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer mains, water mains and services. 8. 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 bicycle or vehicle wheel paths. 9. All connections to existing manholes shall be core drilled according to the South Fort Collins Sanitation District standard construction specifications Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\1229-001_COVR.dwg LAYOUT NAME: C0.01 DATE: Mar 21, 2017 - 3:29pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [Ripley Design] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C0.01 CONSTRUCTION NOTES GENERAL AND 2 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Chris J. Matkins, General Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT A L LLL L LL L E E E E YY YY C C CC T T TT R OM A VA L L E Y C T S S SS N N N N EE EEA A A A D D DD DD D D R R RR S N E A D D R SS SS AA AA NN NN D D DD Y YY Y C CC C OO OO VV V V EE EE LL LL N N N N S AN D Y CO V E L N SS S S AA A A WW WW GG G G R R RR AAAASS SS S S S S C C CC T T TT S A W G R A S S C T CC CC OO O O R R RROOO ONN N NAAA A DDDD OO OO CC C CTTT T C O R ONAD O CT CC C C AA A A SS SS T T T T L L L L EEE E RR R R II I I DD D D G G GG E E EE P P PP L L LL C A S T L E R I D G E P L PP PPRRRRAA A A II I IRRRR II IIEEEE SS S STTTT P RAIR I E ST MMM M AA A A PPP P LL L L EE EE T T TT O OO O NNN N C C C C TTT T M A P L E T O N C T M M MM A A A A II I I LL LL CC C C RR R R E E EEEE EE KK KK CCC C TTT T M A I L CR E E K C T G G GG R RRREEEEEEEEN N N N WWWWAAAAY Y YY D DDDR GREE RRR N WAY DR TT T TOOOOWWW WHHHHEEEEEEE TOWHEE E SSSSTTTT ST CC C C AA AA M M MM EEEE R R R R O O OO N N NN DDD D RR R R C A M E R O N D R MM MM EE E E A A A AD D D D OO OO WW WW RR RR UU U U N N N N D D DD RR R R M EA D O W R U N D R FF FF O OOO SS SSSS S S IIII L LL L C C C C TT TT WW WW F O SS I L C T W MMMMA A A A IIIIL L LL C CCCRR RR EE EEE E EE K KKK LL L L M NNNN A IL C R EEK L N CC CC O O OO N NNNEEEEJJ JJ O OOOS S SS RRRRDD DD C ONE J OS R D PPPP AA AA V V VV II I I LLL L IIIIOOOO NNNN L L L L N N NN P A V I L IO N L N NN N N IIII CC CC K K K KLL LL AA A A UU UU SS SS CCC C TT TT N I C K L A U S C T SSSSTTTTAA AARRRRLLLL IIIINNNNGGG STARLING G SSSSTTTT ST BB B B EE EE B E OO OO WWW W LLLL C C C C TT T T O W L C T SSSSAA AANNNNDDD DRRRREEEE EEEEDDD DCCC C TT TT SANDREED C T MMMMA AAAXXXXW WWW E E EE LL L L L L L L D D DD R RRR MAX W E L L DR P P P PA A AA R R RR KK K K WWW W A A A AY Y Y Y CC C CTT P TT A R K W AY C T GG GG OO OOS S SSHHHH A AAAWW WWKK KK DDDDR R RR G OSHAW K DR SS S S W W W W II I I TT TT C C CC H HH H GG GG RR RR A A A A S S S S S S SS CC C C TTTT S W I T C H G R A S S C T PPPP LLLLAAAAYY YYEEEERRRR D PLAYERDDDRRRR DR HHHHUUUUMM MMMMMMIIIIN N NN GGGGBBBBII IRRRRDDDD I D DDD RR R R HUMMI N GBIRD D R G G GG R R RR EE EE E E E E NNN N V VVVIIIIEE EE W W WW D DDDR RRR G R E E N VI E W DR B BBBEE EE LLL L VV V VEE EE DDDD E E EE R RRR E EE E P PPP LL L L B E L V E D E R E P L IIII SS S S E E EE LL LL NN NN I S E L N S AA A A II II LL L L L LLL NN N N A I L N PP PPA A A A RRR R KKK K W W WW AA A A YY YY CC C C II II R RR R P A R K W A Y C I R W W W W EE E E SSSS TTTT S S SS H HH H OO O O RR RR EE E E CCCC T T TT W E S T S HO R E C T BBBBLL LL UU UU E E E E S SSS TT TT E E E E MMMM C CC C T T T T BLU E S T E M C T BB B B RR RR EE EEA AAA K K K K WW W W AA AA T T T T EEEE R R RR C C C C TT TT B R E A K W A T E R C T S S SS P P PP R R RR I IIINN N N GG GG C CC CA AAANN NN YY YYO O OO NN NN CCCCTTT T S P RI N G C A N Y O N CT JJ JJ OO O O NNNN A A AA T TTT HH HH A A AA NNNN C CCC T T TT J O N A T H A N C T VV VV EE E E NN N N TT TT UUUU R R RR II I I LLLL NN NN V E N T U R I L N VV V V EE EE NNNN T T TT UUUU RRRR IIII LL LL NNN N V E N T UR I L N CC CC HH H H U U U U KK K K AA A AR RR R C C C C TTT T C H U K A R C T S S SS EE EE AA AA BBBB O OOOAAAARRRRD DDD LLLLNNNN S E A B OARD LN FF F F OO OO SS SS S SSS II II LL LL B B BB L LLL V V V V DD DD F O SS I L B L V D H HHH II I I GGG G HH HH P PP POO OO I II IN NNN TT TTEE EE DDD D RR RR H I G H P O I N T E D R CC C CA A AA SS S S T T T T L LLL EE EE R R RR I II I D DD D G G GG E E EE CC CC TTT T CAS T L E R I D G E C T FF FF OO O O SSSS SSSS II I I LL LL CC CC T TT T EEE E F O S S I L C T E NN N N AA AA PP PP AA AA VV V V AA A ALL LL L L L L E E E EYYY Y D D DD R RRR N A P A V A L LEY D R KKKKEEEE NNNNSSSSIII INNNNGGGGTTT TOOOONNNN DDD KENSINGTON DRRRR DR CCCCR RRREEEESSSST CRESTRRRRDDDD TTT RD C CCCRRRREEEES SSSTT T T RRRRDD CRES DD T RD PP PP II I I PP PP II II T T T T C C CC TT TT P I P I T C T GG GG RR RR EE E E EEEE NN NN VV VVAAAA LL LL EEEE DDD D RR RR G R EE N VA L E D R FFFF OO OO SS S S S S SS I I II L LLL RR RR I I II D D D D GGG G EEEE DD D D R R R R F O S S I L R I D G E D R H H HH OO O O GGG G A A AA NN NN DD DD R R RR H O G A N D R HH HHOO O O GGGGAAAA NNNN DDDDRR H RR O GAN DR W W WW E E EE SS SS TT TT SS S S HH H H O O OO RR RR EEE E W WWW AAA A YY Y Y W E S T S H O R E W A Y G G GG R RRRIIIIFFFFF F FF IIIITTTT HH HH D DDDRR RR GRIF F ITH D R E. HARMONY RD. S. COLLEGE AVE. (US 287) MARCH 2017 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Nick Haws, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN ENGINEER ING N O R T H E RN I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. 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 SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 City of Fort Collins benchmark Y402 Found 235.9' south of the center of Palmer drive, 105' east of the centerline of the northbound lanes of US Highway 287, west of a brick sign in a 5-inch logo cap. Elevation=5018.96 City of Fort Collins benchmark 4-08 On the south side of Harmony Rd. at the northwest corner of 625 East Harmony Rd. (Front Range Baptist Church) on the north wall of a concrete irrigation drop structure. Elevation=5017.14 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 - 3.20'. Basis of Bearings Basis of Bearings is the North line of the Northwest Quarter of Section 1, Township 6 North, Range 69 West of the 6th P.M. as bearing South 89°56'52" East (assumed bearing). Northern Engineering Services, Inc NE Project No. 1229-001 Date: October 30, 2015 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX COVER SHEET C4.01-C4.02 DETAIL GRADING PLAN GENERAL AND CONSTRUCTION NOTES C0.00 C0.01 C2.00 HORIZONTAL CONTROL PLAN UTILITY PLANS FOR A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO BRICK STONE APARTMENTS ON HARMONY CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 C3.03 STORM LINE W PLAN AND PROFILE Ben Massimino SEEC Enterprises P.O. Box 680513 Park City, UT 84068 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Ripley Design, Inc. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 (970) 224-5828 C5.00 EAST HARMONY ROAD FLOWLINE PLAN AND PROFILE C5.01 EAST HARMONY ROAD FLOWLINE PLAN AND PROFILE Sheet of 28 BRICK STONE APARTMENTS ON HARMONY DRAWING FILENAME: D:\Projects\1229-001\Dwg\1229-001_COVR.dwg LAYOUT NAME: C0.00 DATE: Mar 21, 2017 - 3:29pm CAD OPERATOR: blaine LIST OF XREFS: [NES-xborder] [Ripley Design] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN 03.22.17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 C0.00 COVER SHEET ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ Eric L. Bracke, P.E., P.T.O.E. ELB Engineering, LLC 5401 Taylor Lane Fort Collins, CO 80528 (970) 988-7551 TRAFFIC ENGINEER C6.00-C6.06 CONSTRUCTION DETAILS C8.01 DRAINAGE EXHIBIT 1 C5.02 EAST HARMONY ROAD CROSS SECTIONS C5.03 EAST HARMONY ROAD CROSS SECTIONS All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Chris J. Matkins, General Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power------- Luke Unruh (970) 416-2724 CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink----------------------------------- William Johnson (970) 377-6401 WATER------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104 WASTEWATER--South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities---------------- Shane Boyle (970) 221-6339 C7.00 EROSION CONTROL PLAN C1.00 EXISTING CONDITIONS AND DEMOLITION PLAN C3.00 UTILITY PLAN C3.01 STORM LINE E PLAN AND PROFILE C3.02 STORM LINE E4 AND E5 PLAN AND PROFILE C4.00 GRADING PLAN C7.01 EROSION CONTROL DETAILS C8.00 HISTORIC DRAINAGE EXHIBIT C4.03 SUBGRADE PLAN C5.04 EAST HARMONY ROAD SIGNAGE AND STRIPING PLAN