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Home My WebLink AboutTHE STANDARD AT FORT COLLINS - FDP - FDP170023 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW. PROSPECT RD. S. SHIELDS ST. E. LAKE STREET W. LAUREL ST. MERIDIAN AVE. CENTER AVE. CENTRE AVE. W. PLUM ST. ELIZABETH ST. Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C0.00 COVER SHEET CONTACT INFORMATION PROJECT TEAM: 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 PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C0.01 NOTES GENERAL & CONSTRUCTION 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 W W W W W W W W W W W W W W W M M M X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G AC CTV CTV CTV CTV CTV W W W W W W W W W W W W W W W W W W W W W W M M M X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E CTV CTV T T T T CTV CTV E E E E G G G G E E E E E E E E CTV CTV CTV CTV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G AC G CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G E E E X X X X X X X X X X X X 8' SIDEWALK 8' SIDEWALK 26.5' EMERGENCY ACCESS DRIVE EMERGENCY ENTRANCE TO THE SLAB "DELIVERY, SERVICE AND EMERGENCY VEHICLES ONLY" SIGN "DELIVERY, SERVICE AND EMERGENCY VEHICLES ONLY" SIGN EMERGENCY ENTRANCE TO THE STANDARD @ FORT COLLINS EMERGENCY VEHICLE ACCESS ONLY SIGN EMERGENCY VEHICLE ACCESS ONLY SIGN RAMP RAMP RISERS (TO BE DESIGNED BY OTHERS) RISERS (TO BE DESIGNED BY OTHERS) ENTRANCE TO PARKING GARGE RAMP 26' ACCESS DRIVE RAMP RISERS (TO BE DESIGNED BY OTHERS) BUILDING B 30" VERTICAL CURB AND GUTTER (TO BE CONSTRUCTED BY OTHERS) 18" VERTICAL CURB AND GUTTER (60' PUBLIC ROW) 26' EMERGENCY ACCESS, VEHICULAR 31' EMERGENCY ACCESS, VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT 9' UTILITY EASEMENT 5' NON-VEHICULAR PUBLIC ACCESS EASEMENT 28' DRIVE AISLE X X X X X X X X X X X X X X X X X X X X X X X X T T T T T X X X 30' ROLL OVER CURB & GUTTER 30' ROLL OVER CURB & GUTTER 30' EMERGENCY ACCESS DRIVE 20' EMERGENCY ACCESS DRIVE 10' SIDEWALK 10' SIDEWALK 26.5' EMERGENCY ACCESS DRIVE 26' ACCESS DRIVE RAMP EMERGENCY VEHICLE ACCESS ONLY SIGN EMERGENCY VEHICLE ACCESS ONLY SIGN "EMERGENCY VEHICLE ACCESS ONLY" SIGN "EMERGENCY VEHICLE ACCESS ONLY" SIGN "EMERGENCY VEHICLE ACCESS ONLY" SIGN "EMERGENCY VEHICLE ACCESS ONLY" SIGN EMERGENCY VEHICLE ACCESS ONLY SIGN BUS STOP "EMERGENCY VEHICLE ACCESS ONLY" SIGN BIKE RACK (TYP.) BIKE RACK (TYP.) RISERS (TO BE DESIGNED BY OTHERS) X X UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X T T T E E W W W V T S WV WV VAULT T W TELE WV WV WV H Y D VAULT T T ELEC ELEC H Y D S MH UD UD UD W E E E E E E E E E E E E E E E E E E S UD UD E E E F F UD UD UD UD UD UD F W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X G E E E WV WV WV WV H Y D VAULT T T ELEC ELEC S MH S W S 8" x 4" W/ 4" x 3" REDUCER 3" G.V. AND T.B. X X X UD UD W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S UD UD UD UD UD G UD UD E E F F UD UD UD VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD X X X X X X X X X X X X X X X X X X X X X X X X CTV T T T T T W W W W T S WV WV VAULT T W TELE H Y D X X X X X X X X X X UD UD UD UD UD UD UD E E E E E E E E E E E E S UD UD UD UD UD UD UD UD E E E E E E E E E E E E E E F F F 6" FIRE SERVICE LINE FOR BUILDING A 6" BACKUP FIRE SERVICE LINE FOR BUILDING A 6" TRANSFER FIRE SERVICE LINE FOR BUILDING B TRANSFORMER 45° BEND N:124046.14 E:190795.56 8" G.V. N:124075.82 E:190778.94 8" x 6" TEE W/ 6" G.V. (W) & T.B. N:124077.82 E:190778.96 8" x 6" TEE W/ 6" G.V. (W) & T.B. N:124073.82 E:190778.92 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 14+75 14+00 13+00 12+00 11+00 10+00 9+50 Drain Basin A10 STA 14+23.00 FL. EL 5032.5± INV. IN 5028.96 (W) INV. OUT 5028.58 (S) Drain Basin A9 STA 13+97.41 FL. EL 5032.8± INV. IN 5028.53 (N) INV. OUT 5028.53 (E) 25.59 LF 12" PVC @ 0.20% 91.40 LF 12" PVC @ 0.20% Drain Basin A8 STA 13+06.00 FL. EL 5033.2± INV. IN 5028.34 (W) INV. IN 5028.34 (N) INV. OUT 5028.34 (E) 97.18 LF 12" PVC @ 0.20% Drain Basin A7 STA 12+08.82 FL. EL 5032.3± INV. IN 5028.15 (W) INV. IN 5028.15 (N) INV. OUT 5028.15 (E) 97.31 LF 12" PVC @ 0.20% Drain Basin A6 STA 11+11.52 FL. EL 5031.4± INV. IN 5027.95 (W) INV. IN 5027.95 (N) INV. OUT 5027.95 (E) 76.52 LF 12" PVC @ 0.20% Bend A5 STA 10+35.00 FL. EL 5030.2± INV. IN 5027.80 (W) INV. OUT 5027.80 (NE) 12.89 LF 24" PVC @ 0.50% EXISTING GROUND UD W S F F VAULT ELEC UD UD UD UD F X X X X X T T W S WV WV W H Y D SS SS SS SS SS SS UP D.S. R.D. D.S. D.S. PROSPECT ROAD (60' PUBLIC ROW) 16.23 LF 6" PERFORATED PVC @ 3.01% MONITORING WELL A2-1.1 STA 10+16.23 N: 123884.08 E: 190804.06 116.88 LF 6" PERFORATED PVC @ 0.50% Monitoring Well A2-2.2 with Open Lid STA 11+33.11 N: 124000.96 E: 190804.06 47.19 LF 6" PVC @ 0.50% Outlet & WQ Structure A2-2.3 STA 11+80.30 N: 124005.30 E: 190757.07 STORM LINE A2 (SEE THIS SHEET) STORM LINE C2-6 (SEE SHEET C3.06) 5020 5025 5030 5035 5040 5045 W W W W W W W WV S MH S SS SS SS SS SS SS S Water Quality Outlet C5 STA 11+56.68 N: 124179.85 E: 191074.58 8.27 LF 18" PVC @ 0.20% Drain Basin C4 STA 11+48.41 N: 124179.79 E: 191082.85 57.55 LF 18" PVC @ 0.20% Drain Basin C3 STA 10+90.86 N: 124237.34 E: 191082.85 90.86 LF 18" PVC @ 0.20% Headwall C2 STA 10+00.00 N: 124328.20 E: 191082.85 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 9+50 10+00 11+00 12+00 Headwall C2 STA 10+00.00 RIM 5026.2± INV. IN 5023.66 (S) INV. IN 5023.66 (W) 90.86 LF 18" PVC @ 0.20% Drain Basin C3 STA 10+90.86 RIM 5026.5± INV. IN 5023.84 (S) INV. IN 5023.84 (W) X X X X X X X X X X X X X X X X X X X X X X T T T U P D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. X X U D UD UD UD UD UD UD UD UD VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD UD PROSPECT ROAD (60' PUBLIC ROW) LAKE STREET (60' PUBLIC ROW) 33.37 33.44 33.09 32.98 32.59 32.48 32.09 31.89 31.18 30.98 30.84 X X X X X X X X X X X X X UD UD UD UD UD UD UD UD UD UD UD LAKE STREET (60' PUBLIC ROW) (23.24) 28.33 28.23 28.60 28.58 30.70 30.60 30.73 30.63 29.69 30.32 30.84 30.57 29.14 28.71 28.74 28.72 24.57 24.50 25.47 25.54 28.69 30.37 29.88 30.74 24.46 24.62 27.46 (23.89) FFE=27.50 50:1 14:1 0:1 12:1 5.0% 16:1 14:1 19:1 1:1 29.80 26.56 27.03 26.21 28.12 X X X X X X X X X X X X X X X X X X X X X X X X X X X UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD PROSPECT ROAD (60' PUBLIC ROW) 33.37 33.44 33.09 32.98 32.59 32.48 32.09 31.89 31.18 30.98 30.90 30.74 30.20 30.04 30.92 31.02 32.33 32.34 33.25 33.25 33.74 33.74 (28.33) (28.08) 30.60 30.63 33.10 33.10 (32.28) X X X X X X 33.91 FFE=34.00 FFE=34.00 33.33 34.00 33.33 32.79 33.00 32.79 33.33 33.33 33.33 33.33 32.94 32.79 32.98 32.84 32.30 32.12 32.07 33.13 32.21 33.49 33.33 32.58 33.73 33.93 33.15 33.78 33.67 33.56 33.56 32.59 33.33 33.49 33.54 32.86 33.40 33.36 33.33 32.44 33.41 34.00 SEAT WALL (BY OTHERS) 8" DOME GRATE 8" DOME GRATE 8" DOME GRATE 8" DOME GRATE 8" DOME GRATE MONITORING WELL W/ SOLID GRATE 8" DOME GRATE X X X G FFE=34.00 FFE=34.00 33.33 33.41 UD UD UD UD UD UD UD E E E E S UD UD E E E E E E 28.60 FG 28.63 FG 29.94 FG 29.93 FG 25.52 SG 25.51 SG 25.36 SG 25.35 SG 0.3% SG 0.3% SG 0.3% SG Monitoring Well C2-7 INV. IN=5025.27 (E) INV. OUT=5025.27 (N) FG=5030.17 Junction C2-6 INV. IN=5025.22 (W) INV. OUT=5025.22 (E) FG=5029.57 Inlet C2-5 INV. IN=5025.11 (S) INV. OUT=5025.11 (N) FG=5028.56 E E E E E E E E E E E E E UD UD UD UD UD UD UD UD X UD UD UD UD UD UD UD UD UD VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD UD X X W5 CWA IP CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CONSTRUCTION FENCE W/ ROCK SOCK RS RS RS RS RS RS RS RS VTC Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C5.01 DETAILS EROSION CONTROL CIP FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' W2 NOTES: INSTALLATION: Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.00 DETAILS 22 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.01 DETAILS 23 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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. 100 PAVER SECTION WITH UNDERDRAIN SLOPE TOWARD UNDERDRAIN Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.02 DETAILS 24 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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.) Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.03 DETAILS 25 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-197 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN DOME GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-3-06 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 Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.04 DETAILS 26 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 402 SC-160LP SUBGRADE 403 SC-160LP ISOLATOR ROW AND INSPECTION PORT MONITORING WELL EXTEND MIN. 6" INTO SUBGRADE 8" VARIES (REFER TO STORM DRAIN PLAN) 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 Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.06 DETAILS 27 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Timberline Storage Fort Collins - East Pond (WQCV) 08/18/2016 BM Tool 3 5 Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.05 DETAILS 28 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Bruces Storage Severance CO 03/22/2017 BM Tool 3 5 UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. X X X X X X X X X X X X X X X X X X X X X X X X UD UD UD UD UD UD UD UD UD VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD UD MAJOR STORM EVENT OUTLET FROM INTERNAL POND STRUCTURE WATER QUALITY EVENT OUTLET FROM INTERNAL POND STRUCTURE s1 s1 s1 s1 s1 s2 s3 s3 s4 s4 s5 s5 s6 n3 n3 n2 on1 on2 os2 os1 N3 ON1 S1 OS1 S3 S2 S4 OS2 N2 S5 S6 ON2 POND S4 (SC-740 CHAMBERS) POND S3 (SC-740 CHAMBERS) POND S2 (SC-740 CHAMBERS) POND S1 (SC-160 CHAMBERS) POND S5 (SC-310 CHAMBERS) POND N2 (WITH SAND FILTER) PROSPECT ROAD (60' PUBLIC ROW) LAKE STREET (60' PUBLIC ROW) THE SLAB STADIUM APARTMENTS STORM LINE C2 STORM LINE C1 STORM LINE B STORM LINE A UNDERDRAIN PERMEABLE PAVERS UNDERDRAIN PERMEABLE PAVERS WATER QUALITY STRUCTURE WATER QUALITY STRUCTURE WATER QUALITY STRUCTURE WATER QUALITY STRUCTURE WATER QUALITY STRUCTURE POND OUTLET STRUCTURE POND OUTLET STRUCTURE POND OUTLET STRUCTURE POND OUTLET STRUCTURE WATER QUALITY STRUCTURE ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER AREA INLET SIDEWALK CHASE STORM LINE C OUTFALL AREA INLET AREA INLET W/ WATER QUALITY PLATE 21 SC-160 CHAMBERS FOR WATER QUALITY N1 CURB AND GUTTER n1 SIDEWALK CHASE (THE SLAB) STADIUM APARTMENTS STORM WATER OUTFALL INLET BUILDING A BUILDING B SIPHONED PIPE DRY WELL TRENCH DRAIN INTERNAL PIPE OUTFALL FOR BASIN N4 N4 N4 n3 s2 WATER QUALITY STRUCTURE POND OUTLET STRUCTURE Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C7.00 DRAINAGE EXHIBIT GRAPHIC SCALE: LEGEND: ST 4950 4:1 NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A2 a3 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION NOTES: 29 RUNOFF SUMMARY TABLE: BASIN ID TOTAL AREA (acres) C2 C100 Q2 (cfs) Q100 (cfs) N1 0.226 0.71 0.89 0.46 2.00 N2 0.156 0.66 0.83 0.29 1.28 N3 1.391 0.95 1.00 3.77 13.84 N4 0.089 0.95 1.00 0.24 0.88 S1 0.377 0.84 1.00 0.90 3.75 S2 0.270 0.79 0.99 0.61 2.66 S3 0.270 0.81 1.00 0.62 2.68 S4 0.249 0.81 1.00 0.57 2.48 S5 0.207 0.94 1.00 0.56 2.06 S6 0.214 0.60 0.75 0.32 1.54 ON1 0.136 0.43 0.54 0.17 0.72 ON2 0.173 0.15 0.19 0.07 0.32 OS1 0.366 0.49 0.61 0.51 2.23 OS2 0.106 0.15 0.19 0.05 0.20 Design Point Basin ID Basin Area Treatment Type LID System Area Treated by LID System Percent of Site Treated by LID System Area of Pavers Area of Asphalt Parking Percent Pavers Run-on Area for Paver Section Run-on Area Ratio n1 N1 0.226 ac. StormTech Chambers Yes 0.226 ac. 5% 0.020 ac. 0.152 ac. 13.16% 0.064 3.2 n2 N2 0.156 ac. Pavers Yes 0.156 ac. 4% 0.042 ac. 0.087 ac. 48.28% 0.087 2.1 n3 N3 1.391 ac. Sand Filter Yes 1.391 ac. 33% 0.000 ac. 0.000 ac. N/A 0 N/A n4 N4 0.089 ac. No N/A 0% 0.000 ac. 0.000 ac. N/A 0 N/A s1 S1 0.377 ac. StormTech Chambers Yes 0.377 ac. 9% 0.024 ac. 0.051 ac. 47.06% 0 N/A s2 S2 0.270 ac. StormTech Chambers Yes 0.270 ac. 6% 0.000 ac. 0.038 ac. N/A 0 N/A s3 S3 0.270 ac. StormTech Chambers Yes 0.270 ac. 6% 0.000 ac. 0.043 ac. N/A 0 N/A s4 S4 0.249 ac. StormTech Chambers Yes 0.249 ac. 6% 0.000 ac. 0.031 ac. N/A 0 N/A s5 S5 0.207 ac. StormTech Chambers Yes 0.207 ac. 5% 0.000 ac. 0.000 ac. N/A 0 N/A s6 S6 0.214 ac. Pavers Yes 0.214 ac. 5% 0.023 ac. 0.113 ac. 20.35% 0.0719 3.1 on1 ON1 0.136 ac. Grass Buffer No N/A 0% 0.000 ac. 0.047 ac. N/A 0 N/A on2 ON2 0.176 ac. Grass Buffer No N/A 0% 0.000 ac. 0.000 ac. N/A 0 N/A os1 OS1 0.366 ac. Grass Buffer No N/A 0% 0.000 ac. 0.155 ac. N/A 0 N/A os2 OS2 0.106 ac. Grass Buffer No N/A 0% 0.000 ac. 0.000 ac. N/A 0 N/A Total 4.23 ac. 3.360 ac. 79% 0.109 ac. 0.717 ac. 15.20% LID TABLE: --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 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 6" (150 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. SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 ^J"STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J 2. SC-310 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. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN 6" 34" (865 mm) 12" (300 mm) TYP (150 mm) MIN THERMOPLASTIC LINER DETAIL EARTH ANGULAR STONE NON-WOVEN GEOTEXTILE OVERLAP ON TOP SEVERAL INCHES TO ANCHOR NON-WOVEN GEOTEXTILE 1 LAYER OF ADS GEOSYNTHETICS NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS, BOTH SIDES OF THERMOPLASTIC LINER. SEE STORMTECH'S TECH SHEET #2 FOR NON-WOVEN WEIGHT RECOMMENDATIONS. THERMOPLASTIC LINER 16" (405 mm) DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). SUBGRADE SOILS (SEE NOTE 5) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-310 END CAP D C B A PERIMETER STONE (SEE NOTE 6) SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Bruces Storage Severance CO 03/22/2017 BM Tool 4 5 --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 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. SC-310 ISOLATOR ROW DETAIL NTS STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 5' (1.5 m) MIN WIDE SC-310 CHAMBER SC-310 END CAP OPTIONAL INSPECTION PORT SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC310EPE12B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE SC-310 6" INSPECTION PORT DETAIL NTS SC-310 CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART#06N12ST31IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) ADS N-12 HDPE PIPE CONCRETE COLLAR 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG06N SOLID COVER: 1299CGC GRATE: 1299CGS 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Bruces Storage Severance CO 03/22/2017 BM Tool 5 5 --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality PART # STUB A B C SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm) 5.8" (147 mm) --- SC310EPE06B / SC310EPE06BPC --- 0.5" (13 mm) SC310EPE08T / SC310EPE08TPC 8" (200 mm) 11.9" (302 mm) 3.5" (89 mm) --- SC310EPE08B / SC310EPE08BPC --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4" (36 mm) --- SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm) SC310EPE12B 12" (300 mm) 13.5" (343 mm) --- 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE* 31.0 CUBIC FEET (0.88 m³) WEIGHT 35.0 lbs. (16.8 kg) *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" 34.0" (864 mm) 16.0" (406 mm) 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END A A B C SC-310 TECHNICAL SPECIFICATION NTS 9.9" (251 mm) 45.9" (1166 mm) 15.6" (396 mm) UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 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 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) SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Brickstone Apartments Fort Collins - East Pond (WQCV) 08/18/2016 BM Tool 5 5 --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 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 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) PART # STUB A SC160IEPP 6" (150 mm) 0.66" (16 mm) 8" (200 mm) 0.80" (20 mm) SC160IEPP08 8" (200 mm) 0.96" (24 mm) ALL STUBS ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 35.0" X 12.0" X 85.4" (635 mm X 305 mm X 2169 mm) CHAMBER STORAGE 6.85 CUBIC FEET (0.19 m³) MINIMUM INSTALLED STORAGE* 15.0 CUBIC FEET (0.42 m³) WEIGHT 24.0 lbs. (10.9 kg) *ASSUMES 6" (152 mm) ABOVE, 4" (100 mm) BELOW, AND STONE BETWEEN CHAMBERS WITH 40% STONE POROSITY. 25.0" (635 mm) 12.0" (305 mm) 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END SC-160LP TECHNICAL SPECIFICATION NTS 4.4" (112 mm) A 11.7" (297 mm) 18.6" (472 mm) 500 SC-160LP INSERTA TEE AND UNDERDRAIN 502 SC-310 SUBGRADE 501 SC-160LP ISOLATOR ROW AND INSPECTION PORT 503 SC-310 INSERTA TEE AND UNDERDRAIN --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 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 6" (150 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. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J 2. SC-740 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. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ 18" (450 mm) MIN* 8' (2.4 m) MAX SUBGRADE SOILS (SEE NOTE 5) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP 6" (150 mm) MIN D C B A PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 6" 51" (1295 mm) 12" (300 mm) TYP (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Timberline Storage Fort Collins - East Pond (WQCV) 08/18/2016 BM Tool 4 5 --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 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. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC740EPE24B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER SC-740 END CAP SC-740 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-740 6" INSPECTION PORT DETAIL NTS SC-740 CHAMBER 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 6" (150 mm) INSERTA TEE PART#06N12ST74IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) ADS N-12 HDPE PIPE 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Timberline Storage Fort Collins - East Pond (WQCV) 08/18/2016 BM Tool 5 5 --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 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 PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm) 18.5" (470 mm) --- SC740EPE06B / SC740EPE06BPC --- 0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm) 12.2" (310 mm) 16.5" (419 mm) --- SC740EPE08B / SC740EPE08BPC --- 0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm) 13.4" (340 mm) 14.5" (368 mm) --- SC740EPE10B / SC740EPE10BPC --- 0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm) 14.7" (373 mm) 12.5" (318 mm) --- SC740EPE12B / SC740EPE12BPC --- 1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4" (467 mm) 9.0" (229 mm) --- SC740EPE15B / SC740EPE15BPC --- 1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm) 19.7" (500 mm) 5.0" (127 mm) --- SC740EPE18B / SC740EPE18BPC --- 1.6" (41 mm) SC740EPE24B* 24" (600 mm) 18.5" (470 mm) --- 0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs. (33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" SC-740 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END A A C B 51.0" (1295 mm) 30.0" (762 mm) ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION 12.2" 45.9" (1166 mm) (310 mm) 29.3" (744 mm) 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) 600 SC-740 SUBGRADE 602 SC-740 ISOLATOR ROW AND INSPECTION PORT 601 SC-740 INSERTA TEE AND UNDERDRAIN 605 OUTLET STRUCTURE 606 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 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 18" - 30" FRAME & SOLID COVER 603 WATER QUALITY WEIR STRUCTURE 604 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 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. TOP 12" TO BE SOLID, WITHOUT PERFORATIONS 12" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM 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. 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE The Standard Severance CO 03/22/2017 BM Tool 3 5 --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ACCEPTABLE FILL MATERIALS: STORMTECH SC-160LP 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 6" (150 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. SC-160LP CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J 2. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J 3. 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 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. 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. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS NO COMPACTION REQUIRED. D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 14" (355 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300mm) OF MATERIAL OVER THE CHAMBERS IS REACHED COMPACT ADDITIONAL LAYERS IN 6" (150mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4 ,467, 5, 56, 57 NO COMPACTION REQUIRED A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4 ,467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ D C B *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 20" (510 mm). PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-160LP END CAP PERIMETER STONE (SEE NOTE 5) 14" (350 mm) MIN* 10' (3.0 m) MAX 6" (150 mm) MIN EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS NO SPACING REQUIRED BETWEEN CHAMBERS 25" (635 mm) 12" (300 mm) TYP SINGLE LAYER OF GEOGRID BX124GG TO BE INSTALLED SUBGRADE SOILS BETWEEN NON WOVEN GEOTEXTILE AND BASE STONE (SEE NOTE 3) A DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 4" (100 mm) MIN WITH GEOGRID BX124GG 12" (300 mm) THERMOPLASTIC LINER DETAIL EARTH ANGULAR STONE NON-WOVEN GEOTEXTILE OVERLAP ON TOP SEVERAL INCHES TO ANCHOR NON-WOVEN GEOTEXTILE THERMOPLASTIC LINER SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. 1-800-733-7473 R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE Brickstone Apartments Fort Collins - East Pond (WQCV) 08/18/2016 BM Tool 4 5 --- 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 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. SC-160LP ISOLATOR ROW DETAIL NTS SC-160LP CHAMBER SC-160LP END CAP OPTIONAL INSPECTION PORT SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 8" (200 mm) HDPE ACCESS PIPE REQUIRED USE 8" OPEN END CAP PART #: SC160IEPP08 TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS Ø30" NYLOPLAST DRAIN BASIN PART # 2830AG (OR CONCRETE STRUCTURE BY OTHERS) SC-160LP 6" INSPECTION PORT DETAIL NTS CONCRETE COLLAR PAVEMENT SC-160LP CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART#06N12ST16IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) ADS N-12 HDPE PIPE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG06N SOLID COVER: 1299CGC GRATE: 1299CGS 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION FINISHED GRADE NYLOPLAST CLEANOUT END CAP ADJUST GRADE TO FINISH GRADE ELEVATION INJECTION MOLDED WT TEE INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER INJECTION MOLDED WT TEE HDPE PIPE (TYP) GASKETED CONNECTION INJECTION MOLDED WT 90° BEND DOWNSPOUT ADAPTER INSERTED IN RISER PIPE BUILDING FACE COORDINATE WITH STRUCTURAL TO AVOID FOOTING CONFLICTS TYPICAL ROOF LEADER CONNECTION NOTE: CONTRACTOR TO VERIFY ALL ROOF DRAIN AND DOWN SPOUT CONNECTIONS WITH ARCHITECT. 401 400 CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-13-10 EBC 0899CGD DUCTILE IRON 8" DOME GRATE DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-228 APPROX. DRAIN AREA = 30.00 SQ IN APPROX. WEIGHT = 4.54 LBS 8" INLINE DRAIN OR 8" DRAIN BASIN BODY TOP N Y L O P L A S T Ø 8.00 4.00 ® ©2010 NYLOPLAST DUCTILE IRON DWG SIZE A SCALE 1:5 SHEET 1 OF 1 DWG NO. 7001-110-201 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 10 IN DOME GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-3-06 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. 3-13-10 EBC 1099CGD DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-126 APPROX. DRAIN AREA = 54.00 SQ IN APPROX. WEIGHT = 8.36 LBS 10" DOME GRATE 10" INLINE DRAIN OR 10" DRAIN BASIN BODY TOP N Y L O P L A S T Ø 10.28 5.30 ® ©2010 NYLOPLAST DUCTILE IRON DWG SIZE A SCALE 1:5 SHEET 1 OF 1 DWG NO. 7001-110-199 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 10 IN SOLID COVER ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-3-06 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. 3-13-10 EBC 1099CGC DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES COVER HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-039 APPROX. WEIGHT = 6.42 LBS 10" SOLID COVER 10" INLINE DRAIN OR 10" DRAIN BASIN BODY TOP T D U C T I L E I R O N S A L P O L Y N Ø 10.31 ©2010 NYLOPLAST ® 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA 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. 9-30-99 CJA NON TRAFFIC INSTALLATION BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% 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 T S A L P O Y L 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. 7001-110-065 300 TYPICAL BASIN INSTALLATION OPTIONS DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV H 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 1-23-06 DRAWN BY EBC 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 30" 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" 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) 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. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH STANDARD GRATE 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 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 (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. (6, 7) 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. (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. ® ©2011 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" 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 301 DRAIN BASIN w/ STANDARD GRATE 302 TYPICAL BASIN INSTALLATION OPTIONS DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-397 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 03-25-10 DRAWN BY EBC 03-11-16 NMH 8" - 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" 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) 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. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 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 (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (1, 2) INTEGRATED DUCTILE IRON 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. ® ©2013 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" 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 (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 306 DRAIN BASIN w/ DOME GRATE 303 TYPICAL 8-INCH DOME GRATE 304 TYPICAL 10-INCH DOME GRATE 305 TYPICAL 8-INCH SOLID GRATE 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 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) DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. REV 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN PERFORATED DRAIN BASIN WITH 24 IN X 12 IN CAP REDUCER & DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 6-2-06 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. 6-2-06 CJA 2.00" MIN Ø .375" MAX BASIN SHOULD BE PERFORATED WITH 8 HOLES PER ROW (1 EVERY 45°) HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 24" X 12" CAP REDUCER TOP VIEW 12" SOLID CAP 24" DRAIN BASIN BODY WITHOUT BOTTOM CAP NOTE: ALL DRY WELL GRATES SHALL BE SURROUNDED WITH COBBLE MULCH (SEE DETAIL THIS SHEET). 4" MIN ON 8" - 24" 6" MIN ON 30" A TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE WRAPPED IN AN NON-WOVEN GEOTEXTILE FABRIC, CDOT CLASS B DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 2-14-06 DRAWN BY EBC 2-14-06 CJA 1:40 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. 15' USE CAP REDUCER AND SOLID CAP 1 - 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 2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING. 3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED 5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID 6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY NYLOPLAST DRAIN BASIN: 28 _ _ AG _ _X B° C 2" MIN Ø .375" MAX TOP & FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL A 2 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. FILL DRAIN BASIN WITH 3 4 " WASHED ROCK COBBLE MULCH (3"-6" CLEAN RIVER ROCK) 18" MIN. WIDTH GEO-TEXTILE FABRIC UNDER COBBLES D 201 DRY WELL DETAILS D T S A L P O L Y N U C T I L E I R O N 12" SOLID CAP A = 30" B° = 36° C = 10 PART # = 2830AG SOLID GRATE D 200 PAVER SECTION WITH UNDERDRAIN ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN STANDARD MANHOLE WW-3 FLOW DIRECTION TRAFFIC RATED CLEANOUT WW-15 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x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now what'sbelow. Call before you dig. R 006 ROCK SOCK DETAIL 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 Ô Ô Ô Ô Ô 007 DANDYSACK DS TEMPORARY CHAIN-LINK FENCE ROCK SOCK TEMPORARY CHAIN-LINK FENCE ROCK SOCK CF CF VTC CWA CONTRACTOR **MUST** PREVENT **ALL** TRACKING OF SEDIMENT AND DEBRIS ONTO PERVIOUS PAVEMENTS DS PROSPECT ROAD (60' PUBLIC ROW) LAKE STREET (60' PUBLIC ROW) THE SLAB STADIUM APARTMENTS BUILDING A BUILDING B IP SF SF DS CF CF CF CF CF CF CF CF PROVIDE INLET PROTECTION FOR TYPE R INLET AT INTERSECTION OF PROSPECT RD. & SHIELDS ST. PROVIDE INLET PROTECTION FOR TYPE R INLET AT INTERSECTION OF CENTER AVE. AND LAKE ST. IP UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. W5 CONTRACTOR **MUST** PREVENT **ALL** TRACKING OF SEDIMENT AND DEBRIS ONTO PERVIOUS PAVEMENTS IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP DS Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C5.00 EROSION CONTROL PLAN 20 GRAPHIC SCALE: CF IP W2 DS W3 VTC LEGEND: 50 PROPOSED SWALE FLOWLINE PROPOSED INFLOW CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR INLET PROTECTION W1 WATTLE WATTLE CONSTRUCTION FENCE DANDYSACK WATTLE VEHICLE TRACKING PAD CF CWA CONCRETE WASHOUT AREA NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 W5 CONCRETE CHASE SETUP CIP CURB INLET PROTECTION 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 4.23 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4. REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 6. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK, SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY NEAR SATURATION. 7. REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR THE STANDARD AT FORT COLLINS BY NORTHERN ENGINEERING, DATED 08/09/2017 FOR ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS* GENERAL NOTES: BENCHMARK/BASIS OF BEARING PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 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 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST PROJECT BOUNDARY EXISTING LOTLINE NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: STANDARD AT FORT COLLINS CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 16. ALL ROOF DRAIN SYSTEM INLETS SHAL BE PLUGGED UNTIL CONNECTED TO BUILDINGS. EROSION CONTROL NOTES: RS ROCK SOCK X X X X X X 32.98 FG 33.01 FG 32.54 FG 32.67 FG 28.96 SG 29.00 SG 29.16 SG 29.12 SG 0.3% SG 0.3% SG 0.3% SG Drain Basin A11 INV. IN=5028.99 (N) INV. IN=5028.99 (S) INV. OUT=5028.99 (E) FG=5032.49 Drain Basin A10 INV. IN=5028.96 (W) INV. OUT=5028.58 (S) FG=5032.55 15.50 LF 12" PVC @ 0.20% Drain Basin A12 INV. IN=5029.16 (N) INV. IN=5029.17 (E) INV. OUT=5029.16 (S) FG=5032.99 15.08 LF 12" PVC @ 0.20% WQ Structure A12-1 INV. IN=5031.10 (E) INV. OUT=5029.20 (W) FG=5032.94 11.65 LF 12" PVC @ 3.00% Roof Leader A12-2 INV. OUT=5031.45 (W) FG=5033.34 X X X X X X UD UD UD 33.45 FG 33.87 FG 32.85 FG 33.24 FG 28.42 SG 28.46 SG 28.52 SG 28.48 SG 0.3% SG 0.3% SG Outlet Structure A8-1 INV. IN=5028.92 (W) INV. IN=5028.42 (E) INV. OUT=5028.42 (S) FG=5032.59 WQ Structure A8-2 INV. IN=5028.94 (N) INV. OUT=5028.94 (E) FG=5032.86 Drain Connection A8-4 INV. IN=5031.13 (E) INV. IN=5031.13 (N) INV. OUT=5031.13 (W) FG=5033.66 44.59 LF 30" @ 0.20% Structure A8-3 INV. IN=5031.42 (W) INV. IN=5030.63 (E) INV. OUT=5029.03 (S) FG=5032.58 12.34 LF 12" PVC @ 5.00% Roof Leader A8-3.1 INV. OUT=5032.03 (E) FG=5033.33 UD A8 INV. IN=5028.42 (N) INV. OUT=5028.42 (W) FG=5032.78 31.71 LF 6" PERFORATED PVC @ 0.20% Monitoring Well A8 INV. OUT=5028.49 (S) FG=5033.85 12.19 LF 8" PVC @ 0.20% Drain Basin A8-5 INV. IN=5031.15 (N) INV. IN=5031.15 (E) INV. OUT=5031.15 (S) FG=5032.12 13.51 LF 8" PVC @ 0.20% Drain Basin A8-5.1 INV. OUT=5031.18 (W) FG=5032.79 20.24 LF 8" PVC @ 0.20% Drain Basin A8-6 INV. OUT=5031.19 (S) FG=5032.79 Roof Leader A8-4.1 INV. OUT=5032.03 (W) FG=5033.33 18.07 LF 12" PVC @ 5.00% 9.97 LF 12" PVC @ 5.00% X X X UD UD UD 34.01 FG 34.01 FG 34.01 FG 34.01 FG 28.23 SG 28.31 SG 28.35 SG 28.27 SG 0.3% SG 0.3% SG Roof Leader A7-3.1 INV. OUT=5031.84 (W) FG=5033.33 27.77 LF 12" PVC @ 9.00% Structure A7-3 INV. IN=5031.21 (W) INV. IN=5029.34 (E) INV. IN=5029.34 (N) INV. OUT=5028.84 (S) FG=5032.88 44.59 LF 30" @ 0.20% WQ Structure A7-2 INV. IN=5028.75 (N) INV. OUT=5028.75 (E) FG=5032.64 12.61 LF 12" PVC @ 5.00% Roof Leader A7-3.2 INV. OUT=5031.84 (E) FG=5033.34 Outlet Structure A7-1 INV. IN=5028.72 (W) INV. IN=5028.22 (E) INV. OUT=5028.22 (S) FG=5032.78 UD A7 INV. IN=5028.23 (N) INV. OUT=5028.23 (W) FG=5032.88 31.71 LF 6" PERFORATED PVC @ 0.20% Monitoring Well A7 INV. OUT=5028.29 (S) FG=5032.96 19.86 LF 8" PVC @ 1.00% Dome Grate A7-3.3 INV. OUT=5029.54 (S) FG=5031.75 UD UD UD 34.01 FG 34.01 FG 34.01 FG 34.00 FG 28.11 SG 28.15 SG 28.07 SG 28.03 SG 0.3% SG 0.3% SG Outlet Structure A6-1 INV. IN=5028.52 (W) INV. IN=5028.02 (E) INV. OUT=5028.02 (S) FG=5032.53 Structure A6-3 INV. IN=5030.99 (W) INV. IN=5030.99 (E) INV. IN=5029.95 (N) INV. OUT=5028.64 (S) FG=5032.64 13.03 LF 12" PVC @ 5.00% Roof Leader A6-3.2 INV. OUT=5031.64 (E) FG=5033.63 Roof Leader A6-3.1 INV. OUT=5031.64 (W) FG=5034.00 23.97 LF 12" PVC @ 2.70% UD A6 INV. IN=5028.03 (N) INV. OUT=5028.03 (W) FG=5032.77 31.71 LF 6" PERFORATED PVC @ 0.20% Monitoring Well A6 INV. OUT=5028.09 (S) FG=5032.78 WQ Structure A6-2 INV. IN=5028.55 (N) INV. OUT=5028.55 (E) FG=5032.53 DOME GRATE A6-3.4 INV. OUT=5030.18 (S) 7.73 LF 8" PVC @ 1.00% FG=5032.77 DOME GRATE A6-3.3 INV. IN=5030.10 (N) INV. OUT=5030.10 (S) FG=5033.01 15.50 LF 8" PVC @ 1.00% W UD UD UD 33.91 FG 33.86 FG 33.08 FG 33.08 FG 29.17 SG 29.15 SG 29.23 SG 29.24 SG 0.3% SG 0.3% SG UD A2-2 INV. IN=5029.15 (W) INV. OUT=5029.15 (NE) FG=5033.07 Outlet & WQ Structure A2-2.3 INV. IN=5029.64 (N) INV. IN=5029.14 (SW) INV. OUT=5028.77 (E) FG=5032.96 Roof Leader A2-2.4.1 INV. OUT=5031.57 (S) FG=5033.85 12.33 LF 12" PVC @ 5.00% Structure A2-2.4 INV. IN=5030.95 (N) INV. IN=5030.54 (S) INV. OUT=5029.73 (E) FG=5033.90 20.50 LF 12" PVC @ 5.00% Roof Leader A2-2.5 INV. OUT=5031.57 (N) FG=5034.00 Monitoring Well A2-2 INV. OUT=5029.22 (E) FG=5033.90 36.90 LF 6" PERFORATED PVC @ 0.20% Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com GRAPHIC SCALE: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET NORTH 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. 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. LEGEND: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C4.04 SUBGRADE PLAN WQ POND N1 (21 SC-160 CHAMBERS) POND S1 (77 SC-160 CHAMBERS) POND S2 (20 SC-740 CHAMBERS) POND S3 (18 SC-740 CHAMBERS) POND S4 (18 SC-740 CHAMBERS) POND S5 (10 SC-310 CHAMBERS) 19 34.00 33.33 32.74 32.05 32.74 32.05 31.75 32.05 32.05 33.21 33.27 32.88 33.33 33.27 33.27 33.35 33.45 33.27 33.27 33.21 32.05 33.33 33.33 34.00 33.94 34.00 33.94 33.45 33.35 32.96 33.11 32.91 33.01 32.95 32.85 32.95 33.06 32.99 32.89 32.79 32.89 32.64 33.33 33.33 33.33 33.33 32.78 32.65 32.55 32.45 32.55 32.25 32.57 33.33 33.33 33.33 SEAT WALL (BY OTHERS) 8" DOME GRATE 8" DOME GRATE 8" DOME GRATE 8" DOME GRATE 8" FLUSH GRATE WALL (BY OTHERS) E E FFE=34.00 FFE=34.00 33.33 32.99 33.12 33.33 33.02 33.73 33.09 33.01 32.77 33.00 33.09 33.66 33.33 33.33 33.22 33.33 33.89 34.00 34.00 33.27 33.75 33.75 33.75 33.65 32.64 33.33 32.78 32.81 32.64 32.77 32.87 32.53 32.75 32.53 32.84 32.84 32.53 32.74 32.74 31.85 31.85 31.75 31.75 33.33 31.27 31.64 33.96 33.27 33.33 33.68 33.68 SEAT WALL (BY OTHERS) 8" FLUSH GRATE 8" DOME GRATE 8" DOME GRATE 8" DOME GRATE 8" DOME GRATE WALL 8" DOME GRATE (BY OTHERS) 2-RISERS Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP: (NTS) EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP EXISTING STORM SEWER LINE ST EXISTING CURB/GUTTER FLOWLINE EXISTING EDGE OF ASPHALT 4950 4:1 BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED INFLOW CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FINISH GROUND ELEVATION 79.45 (79.45) EXISTING GROUND ELEVATION PROPOSED OUTFALL CURB/GUTTER FLOWLINE 2.0% BENCHMARK/BASIS OF BEARING 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. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4. REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 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 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST PROPOSED PERMEABLE PAVERS LEGEND: UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. R.D. D.S. D.S. X A1 A2 A3 SEE SHEET C4.03 GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH COURTYARD A1 COURTYARD A2 COURTYARD A3 C4.02 DETAIL GRADING PLAN (31.90) (32.99) (33.18) 33.28 33.21 33.11 32.77 32.98 33.15 (32.80) (33.16) 28.82 29.11 29.52 29.43 29.97 30.20 31.48 31.55 30.32 30.84 30.37 30.74 31.66 31.73 31.63 32.01 31.84 31.95 32.00 32.09 31.04 (31.82) 32.38 32.44 32.90 32.32 32.85 33.01 30.13 30.30 31.00 31.08 31.16 31.28 32.08 32.13 32.65 32.70 33.07 33.12 33.48 33.46 FFE=34.00 10' SIDEWALK (31.30) (31.04) (30.68) (31.43) (27.60) (27.51) 5:1 1.8% 50:1 14:1 31.72 29.80 33.12 33.33 31.46 (30.22) (29.97) (28.88) (29.12) (29.43) (29.55) 18" VERTICAL CURB AND GUTTER CONSTRUCT ± 16 L.F. 30" VERTICAL CURB AND GUTTER CONSTRUCT ± 14 L.F. 30" VERTICAL CURB AND GUTTER RISERS (BY OTHERS) RISERS (BY OTHERS) CONSTRUCT ± 31 L.F. 30" VERTICAL CURB AND GUTTER CONSTRUCT ± 10 L.F. 30" VERTICAL CURB AND GUTTER CONSTRUCT ± 20 L.F. 30" VERTICAL CURB AND GUTTER SIDEWALK CHASE CONCRETE CHASE THE SLAB RISERS WALL RAMP 31.62 33.97 33.99 BUILDING A ROLL OVER CURB AND GUTTER HEADWALL (31.74) (31.85) (32.17) (32.68) INLET DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 26' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT EMERGENCY ACCESS EASEMENT 15' UTILITY EASEMENT 20' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS & DRAINAGE EASEMENT 20' EMERGENCY ACCESS & NON-VEHICULAR PUBLIC ACCESS EASEMENT ROLL OVER CURB AND GUTTER 30.16 30.74 30.93 31.06 30.47 33.49 33.54 32.59 33.33 32.73 32.81 33.33 32.65 32.55 32.25 33.33 31.64 33.33 33.68 31.85 32.74 32.74 33.68 31.85 31.27 33.33 33.33 30.74 30.48 30.74 31.30 32.30 (28.62) 30.77 ROLL OVER CURB AND GUTTER 2.0% 2.0% 2.0% 2.1% 2.0% 1.7% RAMP COURTYARD A1 (SEE SHEET C4.03) COURTYARD A2 (SEE SHEET C4.03) COURTYARD A3 (SEE SHEET C4.03) 30.82 31.28 31.20 30.42 30.12 28.11 30.17 31.77 (27.10) (27.61) 30.96 31.04 32.00 33.88 33.96 31.63 31.69 31.77 31.69 31.77 33.80 33.97 31.60 30.83 31.36 31.15 31.50 31.50 31.28 32.09 31.02 32.21 31.90 32.05 31.98 31.87 31.86 30.56 31.15 (28.30) (28.01) 31.89 31.29 30.56 29.84 28.96 7' SIDEWALK 7' SIDEWALK CHEEK WALLS (BY OTHERS) RAMP CHEEK WALLS (BY OTHERS) CHEEK WALLS (BY OTHERS) 2.9% 2.9% 2.3% 3.4% 3.4% 2.3% 2.4% 2.6% 2.9% 0.7% 2.1% 0.7% 2.1% 2.2% 1.5% 6.3% 13.7% TRENCH DRAIN STADIUM APARTMENTS Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH C4.02 GRADING PLAN MATCHLINE SEE SHEET C4.01 17 KEYMAP: (NTS) EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP EXISTING STORM SEWER LINE ST EXISTING CURB/GUTTER FLOWLINE EXISTING EDGE OF ASPHALT 4950 4:1 BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED INFLOW CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FINISH GROUND ELEVATION 79.45 (79.45) EXISTING GROUND ELEVATION PROPOSED OUTFALL CURB/GUTTER FLOWLINE 2.0% BENCHMARK/BASIS OF BEARING 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. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4. REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 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 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST PROPOSED PERMEABLE PAVERS LEGEND: UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. R.D. D.S. D.S. X A1 A2 A3 SEE SHEET C4.03 28.44 18" VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER (TO BE CONSTRUCTED BY OTHERS) 1.8% 2.1% 5.0% 2.0% 2.0% 2.0% 2.0% STADIUM APARTMENTS RISERS (BY OTHERS) RAMP 26.13 24.10 27.33 24.68 24.72 24.82 24.78 25.11 24.71 24.14 27.50 27.50 RAMP RAMP 18" VERTICAL CURB AND GUTTER RAMP RAMP FFE=31.00 28.30 27.50 RETAINING WALL (BY OTHERS) RISERS RAMP 7.5' SIDEWALK BUILDING B INLET INLET EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT RAMP 30.16 30.74 30.93 31.06 30.47 (28.62) 30.77 5' NON-VEHICULAR PUBLIC ACCESS EASEMENT TRENCH DRAIN 4:1 4:1 31' EMERGENCY ACCESS, VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT (24.10) 26.81 24.43 24.44 24.51 (23.89) (23.90) 26.79 24.65 27.08 26.93 27.50 (24.08) 26.98 24.64 27.50 27.15 27.33 27.50 27.41 27.24 27.50 24.33 24.16 24.30 24.32 26.13 26.05 26.21 26.11 27.50 27.50 24.48 24.50 27.25 27.24 27.24 24.65 27.30 26.33 27.30 27.30 24.83 24.41 27.31 27.31 27.31 27.24 24.98 25.02 24.85 27.18 25.43 25.96 27.13 27.09 26.51 27.22 27.06 27.50 27.50 27.50 27.50 27.50 27.50 27.50 27.50 26.83 26.18 24.47 24.55 26.33 26.83 26.88 26.80 26.33 26.38 26.27 26.32 24.74 24.78 24.88 24.60 24.83 24.91 24.95 25.18 (25.24) (25.16) 24.38 23.57 (23.49) 24.05 25.20 RISERS (BY OTHERS) RISERS (BY OTHERS) RISERS (BY OTHERS) 2' CONCRETE PAN 30.27 27.22 28.23 28.36 30.82 31.28 31.20 30.42 30.12 28.95 28.11 30.17 30.54 30.96 31.04 32.00 33.88 33.96 31.63 31.69 31.77 31.69 31.77 33.80 33.97 31.60 30.83 30.56 31.15 (28.30) (28.01) LANDSCAPE WALLS (BY OTHERS) CHEEK WALLS (BY OTHERS) LANDSCAPE WALLS (BY OTHERS) RETAINING WALL (BY OTHERS) 26.40 26.33 CHEEK WALLS (BY OTHERS) RAMP HEADWALL 1.9% 2.4% 2.1% 2.1% 2.9% 2.9% 2.3% THE SLAB THE SLAB RAMP RISERS (BY OTHERS) Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH C4.01 GRADING PLAN MATCHLINE SEE SHEET C4.02 16 KEYMAP: (NTS) EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP EXISTING STORM SEWER LINE ST EXISTING CURB/GUTTER FLOWLINE EXISTING EDGE OF ASPHALT 4950 4:1 BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED INFLOW CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FINISH GROUND ELEVATION 79.45 (79.45) EXISTING GROUND ELEVATION PROPOSED OUTFALL CURB/GUTTER FLOWLINE 2.0% BENCHMARK/BASIS OF BEARING 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. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4. REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 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 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST PROPOSED PERMEABLE PAVERS LEGEND: UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. R.D. D.S. D.S. X A1 A2 A3 SEE SHEET C4.03 30.69 30.30 30.17 31.85 31.85 30.90 31.00 32.33 32.34 32.65 32.55 33.25 33.25 33.36 33.40 33.74 33.74 (28.33) (28.13) (25.00) (23.24) 28.33 28.23 28.64 28.59 30.60 30.63 33.10 33.10 (33.24) (32.99) 33.28 33.12 33.15 (32.80) (33.16) 29.01 29.62 29.69 30.32 29.14 29.22 24.57 24.50 25.47 25.54 28.69 30.37 29.88 30.74 31.66 31.74 32.01 31.95 31.94 32.09 30.74 32.74 32.52 32.44 32.56 33.21 24.46 (23.89) FFE=34.00 FFE=34.00 FFE=34.00 FFE=27.50 FFE=27.50 FFE=27.50 FFE=27.50 (25.27) 1 0' SIDEWALK 10' SIDEWALK (31.30) (31.04) (30.68) (31.43) (28.32) (28.37) 7:1 5:1 7:1 18:1 10:1 14:1 5:1 16:1 12:1 21:1 16:1 12:1 33:1 32:1 53:1 6:1 6:1 10:1 33.33 15' UTILITY EASEMENT (30.22) (29.97) (28.88) (29.12) (29.43) (29.55) 27.26 27.43 27.47 27.48 18" VERTICAL CURB AND GUTTER 18" VERTICAL CURB AND GUTTER 6" PERFORATED UNDERDRAIN CONSTRUCT ± 16 L.F. 30" VERTICAL CURB AND GUTTER CONSTRUCT ± 14 L.F. 30" VERTICAL CURB AND GUTTER RISERS RISERS RISERS VERTICAL CURB AND GUTTER (TO BE CONSTRUCTED BY OTHERS) DRY WELL CONSTRUCT ± 31 L.F. 30" VERTICAL CURB AND GUTTER CONSTRUCT ± 10 L.F. 30" VERTICAL CURB AND GUTTER CONSTRUCT ± 20 L.F. 30" VERTICAL CURB AND GUTTER SIDEWALK CHASE CONCRETE CHASE 2.3% 2.3% 5.2% 1.8% 2.1% 2.0% 2.1% 2.8% 2.4% 5.0% 2.0% 5.4% 2.0% 2.0% THE SLAB STADIUM APARTMENTS RISERS RISERS 26.13 24.02 24.10 24.28 24.34 24.53 24.62 24.68 24.70 26.08 24.81 25.11 24.15 27.52 31.00 18" VERTICAL CURB AND GUTTER LANDSCAPE WALL LANDSCAPE WALL WALL LANDSCAPE WALL WALL WALL WALL WALL WALL LANDSCAPE WALL FFE=31.00 7.50' SIDEWALK DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 26' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT 26' EMERGENCY ACCESS, VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT 31' EMERGENCY ACCESS, VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT 9' UTILITY EASEMENT 20' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS & DRAINAGE EASEMENT 5' NON-VEHICULAR PUBLIC ACCESS EASEMENT DRAINAGE EASEMENT 3.7% 2.8% 4.0% 4.0% 4.0% 19.54' EMERGENCY ACCESS EASEMENT 30.16 (32.18) (31.82) 32.98 (31.85) (32.17) (32.17) (31.74) INLET INLET INLET INLET INLET 32.90 32.97 INLET WALL RAMP RAMP 24.87 30.93 31.84 31.75 31.63 RAMP RISERS 26.47 26.54 27.50 18" VERTICAL CURB AND GUTTER RAMP RAMP RAMP ROLL OVER CURB AND GUTTER ROLL OVER CURB AND GUTTER ROLL OVER CURB AND GUTTER 2.7% 2.0% 2.0% 3.0% 2.9% Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRAPHIC SCALE: LEGEND: ST 4950 4:1 79.45 (79.45) BENCHMARK/BASIS OF BEARING NOTES: 2.0% ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 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 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST C4.00 OVERALL GRADING PLAN 15 INV. OUT 5023.84 (N) 57.55 LF 18" PVC @ 0.20% Drain Basin C4 STA 11+48.41 RIM 5026.4± INV. IN 5023.95 (W) INV. OUT 5023.95 (N) 8.27 LF 18" PVC @ 0.20% Water Quality Outlet C5 STA 11+56.68 INV. 5023.97 (E) EXISTING GROUND PROPOSED GRADE 100-YR HGL 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Headwall C2 STA 10+00.00 RIM 5026.2± INV. IN 5023.66 (S) INV. IN 5023.66 (W) 283.97 LF 18" PVC @ 0.20% Install Bend C2-1 STA 12+83.97 INV. 5024.23 (SW) INV. 5024.23 (E) 16.44 LF 12" PVC @ 0.20% Trench Drain C2-2 STA 13+00.41 INV. 5024.26 (W) INV. 5024.26 (NE) 13.85 LF 12" PVC @ 0.17% Trench Drain C2-3 STA 13+14.27 INV. 5024.29 (S) INV. 5024.29 (E) 16.58 LF (3) 8" PVC @ 0.20% Inlet C2-4 STA 13+30.85 FL. EL 5026.3± INV. IN 5024.32 (S) INV. OUT 5024.32 (N) 158.66 LF 12" PVC @ 0.50% Inlet C2-5 STA 14+89.51 RIM 5028.6± INV. IN 5025.11 (S) INV. OUT 5025.11 (N) EXISTING GROUND PROPOSED GRADE 100-YR HGL 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 11+00 10+00 9+50 Inlet C2-6.2 STA 10+27.20 RIM 5030.2± INV. OUT 5025.77 (E) 27.20 LF 12" PVC @ 2.00% Junction C2-6 STA 10+00.00 INV. 5025.22 (W) INV. 5025.22 (E) EXISTING GROUND PROPOSED GRADE 100-YR HGL UD W S F F UD UD F W W W W W W W W W X X X X X W WV V WV WV H Y D S MH S SS SS SS SS SS SS SS SS SS S Headwall C2 STA 10+00.00 N: 124328.20 E: 191082.85 283.97 LF 18" PVC @ 0.20% Install Bend C2-1 STA 12+83.97 N: 124330.19 E: 190798.89 16.44 LF 12" PVC @ 0.20% Trench Drain C2-2 STA 13+00.41 N: 124321.65 E: 190784.83 Trench Drain C2-3 STA 13+14.27 N: 124321.65 E: 190770.98 16.58 LF 8" PVC @ 0.20% Inlet C2-4 STA 13+30.85 N: 124305.07 E: 190770.98 158.66 LF 12" PERFORATED PVC @ 0.50% Inlet C2-5 STA 14+89.51 N: 124146.42 E: 190769.57 UD W S F F UD UD UD UD UD F X X X Junction C2-6 STA 10+00.00 N: 124090.85 E: 190766.40 27.20 LF 12" PVC @ 2.00% Inlet C2-6.2 STA 10+27.20 N: 124087.01 E: 190739.48 Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C3.06 PLAN AND PROFILE STORM LINE C, C2, & C2-6 14 GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 LEGEND: S EXISTING SANITARY MH W PROPOSED H2O METER H Y D EXISTING FIRE HYDRANT E EXISTING BURIED ELECTRIC W EXISTING WATER LINE T EXISTING BURIED TELEPHONE SS EXISTING SANITARY SEWER LINE ST EXISTING STORM SEWER LINE OHE EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF PLACED END SECTIONS. 3. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED PLUMBING DRAWINGS FOR ALL ROOF DRAINS AND COURTYARD DRAIN SIZES AND LOCATIONS. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 4. ALL STORM SEWER TO BE INSTALLED WITH WATER TIGHT JOINTS AT EACH CONNECTION. PROPOSED DOWNSPOUT PROJECT BOUNDARY FDC EXISTING LOTLINE PROPOSED EASEMENT LINE PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE IRR PROPOSED IRRIGATION METER EXISTING POWER POLE T EXISTING TELEPHONE PEDESTAL NORTH NORTH NORTH STORM LINE C STORM LINE C2 STORM LINE C2-6 5020 5025 5030 5035 5040 5045 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 PROPOSED GRADE EXISTING GROUND 7.17 LF 24" PVC @ 0.20% Dry Well A2 STA 10+42.44 RIM 5029.6± INV. IN 5027.41 (N) INV. IN 5027.65 (W) INV. OUT 5027.65 (S) 27.27 LF 12" PVC @ 0.20% Drain Basin A2-2 STA 12+75.05 RIM 5030.9± INV. IN 5027.87 (E) INV. OUT 5027.87 (S) 239.91 LF 12" PVC @ 0.20% Drain Basin A2-3 STA 15+14.97 RIM 5030.5± INV. IN 5028.35 (N) INV. OUT 5028.35 (W) 100-year Storm Outlet A2-4 STA 15+22.38 INV. 5028.50 (S) 7.42 LF 12" PVC @ 2.00% 100-YR HGL 205.34 LF 12" PVC @ 0.20% Drain Basin A2-1 STA 10+69.71 RIM 5030.6± INV. IN 5027.46 (N) INV. IN 5027.46 (W) INV. OUT 5027.46 (S) 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 12+50 12+00 11+00 10+00 9+50 WATERLINE CROSSING STA 11+41.60 INV. 5026.65 EXISTING GROUND PROPOSED GRADE 16.23 LF 6" PERFORATED PVC @ 3.01% 116.88 LF 6" PERFORATED PVC @ 0.50% Monitoring Well A2-2.2 with Open Lid STA 11+33.11 FL. EL 5031.3± INV. IN 5028.53 (W) INV. IN 5028.53 (N) INV. OUT 5028.53 (S) 47.19 LF 6" PVC @ 0.50% Outlet & WQ Structure A2-2.3 STA 11+80.30 RIM 5033.0± INV. IN 5029.64 (N) INV. IN 5029.14 (SW) INV. OUT 5028.77 (E) Drain Basin A2-1 STA 10+69.71 RIM 5030.6± INV. IN 5027.46 (N) INV. IN 5027.46 (W) INV. OUT 5027.46 (S) UD W W S F F UD UD UD UD UD F W W W W W W W X X X X X X X T T W W V WV WV W WV WV H Y D S MH S SS SS SS SS SS SS SS SS SS SS SS SS W W W W W UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. Headwall A1 STA 10+35.27 N: 123849.64 E: 190820.11 7.17 LF 24" PVC @ 0.20% Dry Well A2 STA 10+42.44 N: 123856.81 27.27 LF 12" PVC @ 0.20% E: 190820.11 Drain Basin A2-2 STA 12+75.05 N: 124089.42 E: 190821.66 239.91 LF 12" PVC @ 0.20% 100-year Storm Outlet A2-4 STA 15+22.38 N: 124094.63 E: 191061.57 7.42 LF 12" PVC @ 2.00% Drain Basin A2-3 STA 15+14.97 N: 124087.22 E: 191061.57 PROSPECT ROAD (60' PUBLIC ROW) STORM LINE C2 (SEE SHEET C3.06) STORM LINE C (SEE SHEET C3.06) STORM LINE C2-6 (SEE SHEET C3.06) 205.34 LF 12" PVC @ 0.20% Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C3.05 PLAN AND PROFILE STORM LINE A2 & A3 13 NORTH PROFILE SCALE: PROFILE SCALE: LEGEND: S EXISTING SANITARY MH W PROPOSED H2O METER H Y D EXISTING FIRE HYDRANT E EXISTING BURIED ELECTRIC W EXISTING WATER LINE T EXISTING BURIED TELEPHONE SS EXISTING SANITARY SEWER LINE ST EXISTING STORM SEWER LINE OHE EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF PLACED END SECTIONS. 3. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED PLUMBING DRAWINGS FOR ALL ROOF DRAINS AND COURTYARD DRAIN SIZES AND LOCATIONS. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 4. ALL STORM SEWER TO BE INSTALLED WITH WATER TIGHT JOINTS AT EACH CONNECTION. PROPOSED DOWNSPOUT PROJECT BOUNDARY FDC EXISTING LOTLINE PROPOSED EASEMENT LINE PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE IRR PROPOSED IRRIGATION METER EXISTING POWER POLE T EXISTING TELEPHONE PEDESTAL GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 STORM LINE A2 STORM LINE A3 PROPOSED GRADE Trench Drain A4 STA 10+29.05 INV. 5027.79 (SW) INV. 5027.79 (E) Trench Drain A3 STA 10+16.16 INV. 5027.73 (W) INV. 5027.73 (E) Dry Well A2 STA 10+00.00 RIM 5029.6± INV. IN 5027.41 (N) INV. IN 5027.65 (W) INV. OUT 5027.65 (S) 5.95 LF 12" PVC @ 0.20% 16.16 LF 24" PVC @ 0.50% WATERLINE CROSSING STA 10+24.55 INV. 5024.26 100-YR HGL W S UD F F VAULT ELEC VAULT ELEC UD UD UD X X X X X X X X T T W S WV WV W H Y D SS SS SS SS SS W W W W W W W W W W W Drain Basin A8 STA 13+06.00 N: 123855.53 E: 190514.82 Drain Basin A7 STA 12+08.82 N: 123855.02 E: 190612.00 12.89 LF 24" PVC @ 0.50% Bend A5 STA 10+35.00 N: 123854.10 E: 190785.82 76.52 LF 12" PVC @ 0.20% Drain Basin A6 STA 11+11.52 N: 123854.50 E: 190709.31 97.31 LF 12" PVC @ 0.20% 97.18 LF 12" PVC @ 0.20% 91.40 LF 12" PVC @ 0.20% Drain Basin A9 STA 13+97.41 N: 123856.02 E: 190423.42 25.59 LF 12" PVC @ 0.20% Drain Basin A10 STA 14+23.00 N: 123881.45 E: 190420.58 5.95 LF 12" PVC @ 0.20% Trench Drain A4 STA 10+29.05 N: 123856.93 E: 190791.06 16.16 LF 24" PVC @ 0.50% Dry Well A2 STA 10+00.00 N: 123856.81 E: 190820.11 Trench Drain A3 STA 10+16.16 N: 123856.87 E: 190803.95 PROSPECT ROAD (60' PUBLIC ROW) STORM A (CONT.) (SEE THIS SHEET) STORM LINE A11 (SEE THIS SHEET) UD VAULT ELEC Drain Basin A11 STA 10+00.00 N: 123881.36 E: 190405.08 5.10 LF 12" PVC @ 2.00% Bend A11-1 STA 10+05.10 N: 123876.26 E: 190405.12 10.23 LF 12" PVC @ 2.00% 5.31 LF 12" PVC @ 2.00% Bend A11-2 STA 10+15.33 N: 123869.07 E: 190412.39 5025 5030 5035 5040 5045 5050 5025 5030 5035 5040 5045 5050 9+50 10+00 10+75 Drain Basin A11 STA 10+00.00 RIM 5032.5± INV. IN 5028.99 (N) INV. IN 5028.99 (S) INV. OUT 5028.99 (E) Bend A11-1 STA 10+05.10 RIM 5032.5± INV. IN 5029.10 (SE) INV. OUT 5029.10 (N) Bend A11-2 STA 10+15.33 RIM 5032.4± INV. IN 5029.30 (S) INV. OUT 5029.30 (NW) Area Inlet A11-3 STA 10+20.64 FL. EL 5032.3± INV. OUT 5029.41 (N) 5.10 LF 12" PVC @ 2.00% 5.31 LF 12" PVC @ 2.00% 10.23 LF 12" PVC @ 2.00% 100-YR HGL 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 9+50 10+00 11+00 12+00 13+00 13+75 Drain Basin A13 STA 10+49.69 RIM 5033.2± INV. IN 5029.26 (E) INV. OUT 5029.26 (S) 48.68 LF 12" PVC @ 0.20% Drain Basin A14 STA 10+98.38 RIM 5032.8± INV. IN 5029.36 (E) INV. IN 5029.36 (S) INV. OUT 5029.36 (W) 165.33 LF 12" PVC @ 0.20% Drain Basin A15 STA 12+63.71 RIM 5031.9± INV. IN 5029.69 (E) INV. IN 5029.69 (S) INV. OUT 5029.69 (W) 25.30 LF 12" PVC @ 0.20% Area Inlet A16 STA 12+89.01 FL. EL 5030.8± INV. IN 5029.74 (E) INV. OUT 5029.74 (W) 5.52 LF 6" PVC @ 0.20% Drain Basin A17 STA 12+94.53 RIM 5031.3± INV. IN 5029.75 (N) INV. OUT 5029.75 (W) 34.85 LF 6" PVC @ 0.20% Drain Basin A18 STA 13+29.38 RIM 5032.6± INV. IN 5029.82 (E) INV. OUT 5029.82 (S) 9.09 LF 6" PVC @ 3.00% Roof Leader A19 STA 13+38.48 RIM 5033.3± INV. OUT 5030.10 (W) Drain Basin A12 STA 10+00.00 RIM 5033.0± INV. IN 5029.16 (N) INV. IN 5029.17 (E) INV. OUT 5029.16 (S) 49.69 LF 12" PVC @ 0.20% EXISTING GROUND PROPOSED GRADE 100-YR HGL UD W S UD F F X X X X X Drain Basin A12 STA 10+00.00 N: 123966.85 E: 190404.64 49.69 LF 12" PVC @ 0.20% Drain Basin A13 STA 10+49.69 N: 124016.54 E: 190404.63 48.68 LF 12" PVC @ 0.20% Drain Basin A14 STA 10+98.38 N: 124016.54 E: 190453.31 165.33 LF 12" PVC @ 0.20% Drain Basin A15 STA 12+63.71 N: 124016.54 E: 190618.64 Drain Basin A17 STA 12+94.53 N: 124016.54 E: 190649.47 34.85 LF 6" PVC @ 0.20% Drain Basin A18 STA 13+29.38 N: 124051.39 E: 190649.47 9.09 LF 6" PVC @ 3.00% Roof Leader A19 STA 13+38.48 N: 124051.39 E: 190658.56 Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C3.04 PLAN AND PROFILE STORM LINE A, A11, & A (CONT.) 12 NORTH NORTH STORM LINE A STORM LINE A11 STORM LINE A (CONT.) PROFILE SCALE: PROFILE SCALE: PROFILE SCALE: LEGEND: S EXISTING SANITARY MH W PROPOSED H2O METER H Y D EXISTING FIRE HYDRANT E EXISTING BURIED ELECTRIC W EXISTING WATER LINE T EXISTING BURIED TELEPHONE SS EXISTING SANITARY SEWER LINE ST EXISTING STORM SEWER LINE OHE EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF PLACED END SECTIONS. 3. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED PLUMBING DRAWINGS FOR ALL ROOF DRAINS AND COURTYARD DRAIN SIZES AND LOCATIONS. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 4. ALL STORM SEWER TO BE INSTALLED WITH WATER TIGHT JOINTS AT EACH CONNECTION. PROPOSED DOWNSPOUT PROJECT BOUNDARY FDC EXISTING LOTLINE PROPOSED EASEMENT LINE PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE IRR PROPOSED IRRIGATION METER EXISTING POWER POLE T EXISTING TELEPHONE PEDESTAL 45° BEND N:124069.64 E:190799.51 45° BEND N:124064.54 E:190778.84 6" FIRE SERVICE FROM BUILDING A 6" GATE VALVE Monitoring Well A2-2.2.1 INV. OUT=5028.73 (S) FG=5030.76 STORM LINE C2-6 (SEE SHEET C3.06) Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 5 FEET 5 5 10 15 NORTH C3.03 DETAILED UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 LEGEND: EXISTING SANITARY MH S EXISTING GAS METER G EXISTING ELECTRIC METER E EXISTING POWER POLE VAULT EXISTING ELECTRIC VAULT ELEC EXISTING TELEPHONE PEDESTAL T PROPOSED H2O METER W EXISTING LIGHT POLE H Y D EXISTING FIRE HYDRANT TRAFFIC EXISTING TRAFFIC VAULT VAULT EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING SANITARY SEWER LINE SS EXISTING STORM SEWER LINE ST PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. 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. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROJECT BOUNDARY FDC EXISTING LOTLINE PROPOSED EASEMENT LINE PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE PROPOSED IRRIGATION METER IRR PROPOSED GAS METER KEYMAP: (NTS) UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. X SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C3.03 W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E 8" x 4" TEE W/ 4" G.V. (W) AND T.B. N:123967.38 E:190795.56 8" x 8" TEE W/ 8 G.V. (N) AND T.B. N:123802.76 E:190795.56 12.15 LF 4" PVC @ 3.00% 10.98 LF 4" PVC @ 3.00% POND S4 (SC-740 CHAMBERS) POND S3 (SC-740 CHAMBERS) POND S2 (SC-740 CHAMBERS) POND S1 (SC-160 CHAMBERS) PROSPECT ROAD (60' PUBLIC ROW) THE SLAB 20' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS, AND DRAINAGE EASEMENT 26' EMERGENCY, NON-VEHICULAR PUBLIC, DRAINAGE, AND UTILITY EASEMENT Roof Leader A14-1 INV. OUT=5029.72 (N) FG=5033.34 Roof Leader A15-1 INV. OUT=5030.02 (N) FG=5033.34 BUILDING A 4" METER VAULT SEWER TO BE ABANDONED IN PLACE RELOCATED VAULT TRANSFORMER TRANSFORMER RELOCATED VAULT EXISTING FIRE HYDRANT CONNECT TO EXISTING GAS LINE GAS METER COORDINATE WITH CABLE PROVIDER SIDEWALK CHASE CURB CHASE EXISTING 6" WATER LINE ELECTRIC METER DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT POND S5 (SC-310 CHAMBERS) TRANSFORMER 15' UTILITY EASEMENT METER TO REMAIN FOR IRRIGATION SERVICE EXISTING 3 4" WATER SERVICE TO REMAIN 4" WATER SERVICE SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C3.03 STORM STORM LINE A6 LINE A7 STORM LINE A8 STORM LINE A11 (SEE SHEET C3.04) STORM LINE A (CONT.) (SEE SHEET C3.04) STORM LINE A (SEE SHEET C3.04) STORM LINE A2 (SEE SHEET C3.05) STORM LINE A3 (SEE SHEET C3.05) CONNECT TO EXISTING 8" WATERLINE N:123802.14 E:190828.81 Monitoring Well A2-2.2.1 INV. OUT=5028.73 (S) FG=5030.76 40.00 LF 6" PVC @ 0.50% MONITORING WELL A2-1.1A INV. OUT=5028.07 (N) FG=5030.07 24.48 LF 8" PVC @ 0.50% W W W W W W W W W 8" x 6" REDUCER W/ 8" G.V. (E) N:123813.28 E:190234.44 TIE INTO EXISTING 6" WATER MAIN Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH C3.02 UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 10 MATCHLINE SEE SHEET C3.01 MATCHLINE SEE THIS SHEET MATCHLINE SEE THIS SHEET LEGEND: EXISTING SANITARY MH S EXISTING GAS METER G EXISTING ELECTRIC METER E EXISTING POWER POLE VAULT EXISTING ELECTRIC VAULT ELEC EXISTING TELEPHONE PEDESTAL T PROPOSED H2O METER W EXISTING LIGHT POLE H Y D EXISTING FIRE HYDRANT TRAFFIC EXISTING TRAFFIC VAULT VAULT EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING SANITARY SEWER LINE SS EXISTING STORM SEWER LINE ST PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. 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. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROJECT BOUNDARY FDC EXISTING LOTLINE PROPOSED EASEMENT LINE PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE PROPOSED IRRIGATION METER IRR PROPOSED GAS METER KEYMAP: (NTS) UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. X SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C3.03 N:124314.51 E:190781.06 16" x 8" WET TAP W/ 8" G.V. (S) AND T.B. N:124360.75 E:190781.47 POND N2 (WITH SAND FILTER) LAKE STREET (60' PUBLIC ROW) STADIUM APARTMENTS 31' EMERGENCY ACCESS, PUBLIC ACCESS, DRAINAGE, AND UTILITY EASEMENT BUILDING B (163.25 LF 12" PVC @ 0.43%) (195.78 LF 10" PVC @ 0.50%) (130.14 LF 10" PVC @ 0.50%) 7.56 LF 10" PVC @ 4.00% 39.63 LF 10" PVC @ 4.00% 272.81 LF 12" PVC @ 4.00% SSMH (4' DIA.) INV. IN=5014.12 (W) INV. IN=5014.42 (S) INV. OUT=5014.12 (E) INSTALL 22.5° BEND INV. IN=5014.72 (S) INV. OUT=5014.72 (N) INSTALL CLEANOUT INV. IN=5016.31 (S) INV. OUT=5016.31 (N) FG=5025.34 TIE TO EXISTING ELECTRIC LINE 3" METER VAULT 3" WATER SERVICE EXISTING 8" CLAY SERVICE TO BE REMOVED AND REPLACED WITH 10" PVC SERVICE SIDEWALK CHASE PER THE SLAB GAS METER EXISTING 12" WATER MAIN EXISTING 16" WATER MAIN SSMH (4') INV. IN=5013.14 (W) INV. OUT=5013.11 (E) SSMH (4') INV. IN=5012.41 (W) EXISTING 18" WATER MAIN ELECTRIC METER ELECTRIC METER WQ POND N1 (SC-160 CHAMBERS) 8" x 6" SWIVEL TEE W/ 6" G.V. (W) AND T.B. N:124105.27 E:190779.20 FIRE HYDRANT TRANSFORMER TRANSFORMER 9' UTILITY EASEMENT TRENCH DRAIN Roof Drain From Internal Plazas C3-1 INV. OUT=5023.86 (E) FG=5026.83 8.00 LF 8" PVC @ 0.20% EXISTING EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C3.03 SEE SHEET C3.03 STORM LINE C (SEE SHEET C3.06) STORM LINE C2 (SEE SHEET C3.06) STORM LINE A2 (SEE SHEET C3.05) STORM LINE C2-6 (SEE SHEET C3.06) EXISTING GAS LINE 2' CONCRETE PAN Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C3.01 UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 9 MATCHLINE SEE SHEET C3.02 GRAPHIC SCALE: NORTH LEGEND: EXISTING SANITARY MH S EXISTING GAS METER G EXISTING ELECTRIC METER E EXISTING POWER POLE VAULT EXISTING ELECTRIC VAULT ELEC EXISTING TELEPHONE PEDESTAL T PROPOSED H2O METER W EXISTING LIGHT POLE H Y D EXISTING FIRE HYDRANT TRAFFIC EXISTING TRAFFIC VAULT VAULT EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING SANITARY SEWER LINE SS EXISTING STORM SEWER LINE ST PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. 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. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROJECT BOUNDARY FDC EXISTING LOTLINE PROPOSED EASEMENT LINE PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE PROPOSED IRRIGATION METER IRR PROPOSED GAS METER KEYMAP: (NTS) UP D.S. D.S. R.D. D.S. D.S. D.S. D.S. D.S. D.S. R.D. D.S. X SEE SHEET C4.04 SEE SHEET C4.04 SEE SHEET C3.03 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 S W W W W W W W W W W W W W W W W W W W W W W S E E E E E E E E E E E E UD UD W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E S UD UD UD UD E E F F UD UD UD VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD UD F TIE TO EXISTING ELECTRIC LINE 3" METER VAULT 3" WATER SERVICE SANITARY SEWER CLEANOUT 4' SANITARY SEWER MANHOLE 4" METER VAULT 4" WATER SERVICE SEWER TO BE ABANDONED IN PLACE EXISTING VAULT TIE TO EXISTING 8" WATER MAIN TRANSFORMER TRANSFORMER EXISTING VAULT TRANSFORMER EXISTING 8" CLAY SERVICE TO BE REMOVED AND REPLACED WITH 10" PVC SERVICE ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER ROOF LEADER (SEE SHEET C3.02) ROOF LEADER (SEE SHEET C3.02) ROOF LEADER ROOF LEADER EXISTING FIRE HYDRANT ROOF LEADER ROOF LEADER GAS METER GAS METER SIDEWALK CHASE CURB CHASE STORM LINE C (SEE SHEET C3.06) POND S4 (SC-740 CHAMBERS) POND S3 (SC-740 CHAMBERS) POND S2 (SC-740 CHAMBERS) POND S5 (SC-310 CHAMBERS) POND N2 (WITH SAND FILTER) PROSPECT ROAD (60' PUBLIC ROW) LAKE STREET (60' PUBLIC ROW) THE SLAB 15' UTILITY EASEMENT 31' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS, DRAINAGE, AND UTILITY EASEMENT 26' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC, DRAINAGE, AND UTILITY EASEMENT 9' UTILITY EASEMENT EXISTING 4" WATER LINE TIE TO EXISTING 12" WATER MAIN STORM LINE C2 (SEE SHEET C3.06) STORM LINE A2 (SEE SHEET C3.05) STADIUM APARTMENTS STORM STORM LINE A6 LINE A7 STORM LINE A8 WQ POND N1 (SC-160 CHAMBERS) BUILDING A BUILDING B CURB INLET PROPOSED WALL MOUNTED HYDRANT CONNECTION EXISTING FIRE HYDRANT FIRE HYDRANT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRY WELL STORM LINE C2-6 (SEE SHEET C3.06) TRENCH DRAIN STORM LINE C3 (SEE SHEET C3.01) MONITORING WELL W/ OPEN LID TRENCH DRAIN SIDEWALK CHASE INLET INLET METER TO REMAIN FOR IRRIGATION SERVICE EXISTING 3 4" WATER SERVICE TO REMAIN TRANSFORMER INLET ELECTRIC METER ELECTRIC METER POND S1 (SC-160 CHAMBERS) 8" WATER MAIN 8" WATER MAIN 10" PRIVATE SEWER SERVICE 8" WATER MAIN 8" WATER MAIN PROPOSED ELECTRIC SERVICE EXISTING 12" WATER MAIN EXISTING 12" SEWER MAIN 10" SEWER SERVICE STORM LINE A11 (SEE SHEET C3.04) STORM LINE A (CONT.) (SEE SHEET C3.04) STORM LINE A (SEE SHEET C3.04) STORM LINE A2 (SEE SHEET C3.05) STORM LINE A2-2 (SEE SHEET C3.05) COURTYARD DRAINS (SEE SHEET C3.01) COURTYARD DRAINS (SEE SHEET C3.01) INLET Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com GRAPHIC SCALE: ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH C3.00 OVERALL UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 8 LEGEND: EXISTING SANITARY MH S EXISTING GAS METER G EXISTING ELECTRIC METER E EXISTING POWER POLE VAULT EXISTING ELECTRIC VAULT ELEC EXISTING TELEPHONE PEDESTAL T PROPOSED H2O METER W EXISTING LIGHT POLE H Y D EXISTING FIRE HYDRANT TRAFFIC EXISTING TRAFFIC VAULT VAULT EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING SANITARY SEWER LINE SS EXISTING STORM SEWER LINE ST PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. 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. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROJECT BOUNDARY FDC EXISTING LOTLINE PROPOSED EASEMENT LINE PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE PROPOSED IRRIGATION METER IRR PROPOSED GAS METER RAMP BIKE RACK (TYP.) BENCH (TYP.) BIKE RACK (TYP.) RAMP RISERS (TO BE DESIGNED BY OTHERS) BENCH (TYP.) PROSPECT ROAD (60' PUBLIC ROW) BUILDING A 4.5' SIDEWALK DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 26' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT 26' EMERGENCY ACCESS, VEHICULAR PUBLIC ACCESS, DRAINAGE & UTILITY EASEMENT 15' UTILITY EASEMENT 20' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS & DRAINAGE EASEMENT 18" VERTICAL CURB AND GUTTER SIDEWALK CHASE RAMP 4.5' SIDEWALK N:124088.53 E:190632.22 N:124062.03 E:190632.05 N:124051.39 E:190658.56 N:124061.46 E:190713.51 N:124061.42 E:190719.51 N:124051.39 E:190778.04 N:124020.01 E:190778.10 N:124020.01 E:190703.94 N:123995.73 E:190704.25 N:123988.30 E:190711.78 N:123988.30 E:190719.72 N:123996.48 E:190719.73 N:123996.48 E:190777.83 N:123936.33 E:190781.22 N:123860.10 E:190780.83 N:123860.10 E:190719.37 N:123918.85 E:190719.37 N:123918.85 E:190722.79 N:123928.91 E:190722.79 N:123937.57 E:190713.27 N:123938.27 E:190691.93 N:123928.91 E:190682.41 N:123897.20 E:190682.41 N:123862.10 E:190684.08 N:123862.02 E:190622.37 N:123913.12 E:190622.37 N:123942.91 E:190625.87 N:123952.27 E:190616.35 N:123952.27 E:190595.02 N:123942.91 E:190585.50 N:123913.12 E:190585.50 N:123913.12 E:190589.00 N:123862.02 E:190589.00 N:123862.02 E:190525.45 N:123913.12 E:190525.45 N:123913.77 E:190528.95 N:123942.91 E:190528.95 N:123951.57 E:190519.43 N:123952.27 E:190498.10 N:123942.91 E:190488.58 N:123913.12 E:190488.58 N:123913.12 E:190492.08 N:123862.02 N:123862.02 E:190492.08 E:190428.54 N:123913.12 E:190428.54 N:123913.12 E:190432.21 N:123982.44 E:190432.20 N:123982.44 E:190425.89 N:124004.64 E:190425.89 N:124004.65 E:190653.28 N:124012.49 E:190660.71 N:124020.12 E:190658.56 N:123949.58 E:190780.83 N:123913.77 E:190625.87 N:123838.30 E:190756.16 N:123842.39 E:190709.21 N:123845.10 E:190697.87 N:123839.77 E:190745.16 N:123844.98 E:190659.65 N:123844.76 E:190648.83 N:123843.46 E:190611.89 N:123843.58 E:190600.97 N:123844.00 E:190562.69 N:123844.12 E:190551.69 N:123844.53 E:190512.48 N:123844.68 E:190501.48 N:123845.06 E:190465.78 N:123845.18 N:123845.54 E:190454.78 E:190422.42 N:123845.76 E:190402.42 N:123846.14 E:190824.56 N:123846.80 E:190791.06 N:123814.17 N:123814.53 E:190818.54 E:190788.54 N:123819.23 E:190432.34 N:123819.50 E:190392.54 N:123816.47 E:190730.21 R3' (TYP.) 8' 91.23' 8' 120.19' 26' EMERGENCY ACCESS DRIVE 8' 8' 32' ROLL OVER CURB & GUTTER 16' 8' 8' 8' 9' 8' 16' 18.13' 8' 8' 8' 8' PEDESTRIAN CONNECTION TO STADIUM APARTMENTS 5' PRIVATE SIDEWALK (TYP.) CONCRETE CHASE SIDEWALK CHASE RETAINING WALL (TO BE DESIGNED BY OTHERS) N:124087.80 E:190737.14 N:123862.26 E:190414.62 N:123862.26 E:190410.22 N:123902.27 E:190615.25 N:123862.02 E:190457.81 N:123862.02 E:190462.81 N:123868.85 E:190504.52 N:123868.85 E:190509.52 N:123862.02 E:190554.73 N:123862.02 E:190559.73 N:123861.85 E:190603.93 N:123861.85 E:190608.93 N:123861.85 E:190651.64 N:123861.85 E:190656.64 N:123862.10 E:190701.24 N:123862.10 E:190706.24 N:123860.10 E:190748.56 N:123860.10 E:190753.56 "FIRE LANE AND NO PARKING" SIGN "FIRE LANE AND NO PARKING" SIGN "FIRE LANE AND NO PARKING" SIGN "FIRE LANE AND NO PARKING" SIGN "FIRE LANE AND NO PARKING" SIGN RISERS (TO BE DESIGNED BY OTHERS) ENTRANCE TO THE SLAB N:123846.05 E:190379.62 N:123836.01 E:190379.51 ENTRANCE TO PLYMOUTH CHURCH INLET N:123836.14 E:190836.00 PROPERTY CORNER N:123820.06 E:190822.63 PROPERTY CORNER N:124023.53 E:190395.31 INLET N:124018.74 E:190645.44 N:124014.34 E:190642.44 PROPERTY CORNER N:124021.41 E:190642.23 RISERS (TO BE DESIGNED BY OTHERS) RAMP HEADWALL N:123816.33 E:190749.61 N:123816.75 E:190705.71 N:123816.87 E:190695.91 N:123817.34 N:123817.70 E:190654.28 E:190623.26 N:123818.57 N:123818.75 E:190543.01 E:190529.48 N:123819.05 E:190494.47 N:123819.37 E:190478.80 PROPERTY CORNER N:123824.85 E:190393.55 16.55' 22.63' STADIUM APARTMENTS LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 LENGTH 5.05' 5.92' 205.24' 108.85' 132.76' 3.64' 17.00' 8.00' 3.36' 34.48' 31.19' 6.00' 3.26' 31.19' 14.69' 32.00' 31.65' 6.00' BEARING S89°11'26.89"E S00°23'33.57"W S00°30'34.81"W N89°35'52.00"W S89°35'52.00"E S00°30'34.81"W N90°00'00.00"E S00°30'34.81"W N90°00'00.00"E S00°00'00.00"E S89°58'56.47"W N00°00'00.00"W N00°00'00.00"E N89°59'06.66"E S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W LINE TABLE LINE L19 L20 L21 L22 L23 L24 L25 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 LENGTH 24.00' 6.00' 40.54' 6.00' 24.00' 6.00' 12.31' 16.64' 6.12' 22.73' 6.12' 44.64' 6.00' 24.00' 6.00' 61.27' 170.39' 38.59' BEARING S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E S00°00'00.00"E N89°29'30.17"W S00°00'00.00"E N90°00'00.00"E S00°00'06.77"W N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E S00°00'04.94"E N00°00'00.00"E S89°49'06.58"W LINE TABLE LINE L38 L39 L40 L42 L43 L44 L45 L46 L47 L48 L49 L50 L53 L54 L56 L60 L63 L64 LENGTH 10.71' 42.71' 49.52' 20.78' 133.15' 100.17' 26.97' 69.56' 118.13' 20.03' 286.16' 10.82' 20.00' 221.94' 32.61' 33.05' 189.34' 9.72' BEARING N87°06'50.51"W S89°49'03.14"W N82°22'22.40"W N90°00'00.00"W S00°00'00.00"E S00°00'00.00"E N90°00'00.00"E S00°30'34.81"W S00°30'34.81"W S03°24'22.86"W N89°36'12.03"W S88°49'37.44"W N89°22'13.98"W N89°22'13.98"W S84°06'39.81"W N82°22'22.40"W N89°22'13.98"W S84°37'37.91"W CURVE TABLE CURVE C1 C2 C3 C5 C6 C7 C8 C11 C12 C14 C15 C16 C17 C18 C19 DELTA 86°07'16" 89°53'33" 30°32'42" 20°00'59" 10°23'42" 9°16'54" 16°11'20" 90°30'35" 89°53'13" 6°31'06" 5°42'23" 7°48'34" 23°26'24" 16°11'20" 6°31'06" RADIUS 15.00' 15.00' 75.00' 25.00' 40.00' 72.07' 75.00' 8.00' 15.00' 100.00' 100.00' 100.00' 40.04' 75.00' 107.00' LENGTH 22.55' 23.53' 39.98' 8.73' 7.26' 11.68' 21.19' 12.64' 23.53' 11.38' 9.96' 13.63' 16.38' 21.19' 12.17' BEARING S42°33'03"E S45°27'21"W S82°21'17"W S10°00'29"W N05°11'51"E N86°40'02"W S81°54'20"W S44°44'43"E S45°27'11"W S87°22'13"W S86°57'51"W N86°16'40"W S78°16'32"W S81°54'20"W S87°22'13"W CHORD 20.48' 21.19' 39.51' 8.69' 7.25' 11.66' 21.12' 11.36' 21.19' 11.37' 9.96' 13.62' 16.27' 21.12' 12.17' Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner GRAPHIC SCALE: NORTH C2.01 HORIZONTAL CONTROL PLAN 7 MATCHLINE SEE SHEET C2.00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6. BUILDING INFORMATION IS BASED UPON BEST AVAILABLE DATA AT THE TIME OF FINAL DEVELOPMENT PLAN APPROVAL. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL/STRUCTURAL DRAWINGS SUPPLIED WITH THE BUILDING PERMIT. 7. REFER TO STAMPED ARCHITECTURAL/LANDSCAPE DRAWINGS FOR LOCATIONS OF ALL SITE FURNITURE, FIXTURES, EQUIPMENT, AND OTHER AMENITIES. CONTRACTOR SHALL CONFIRM THAT SAID SITE ELEMENTS WILL NOT CONFLICT WITH UTILITIES AND OTHER CIVIL ITEMS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED POROUS PAVERS PROPOSED DESIGNER PAVEMENT PROPOSED PUBLIC CONCRETE ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 RAMP PERMEABLE PAVERS LANDSCAPE WALL (TO BE DESIGNED BY OTHERS) WALL (BY OTHERS) 4.5' SIDEWALK N:124061.46 E:190713.51 N:124061.42 E:190719.51 N:124051.39 E:190778.04 N:124094.30 E:190789.58 N:124162.52 E:190791.21 N:124308.11 E:190788.75 N:124308.11 E:190798.58 N:124320.95 E:190798.58 N:124320.95 E:190812.58 N:124323.95 E:190812.58 N:124340.47 E:190812.70 N:124322.95 E:190877.34 N:124322.95 E:190888.48 N:124322.36 E:190902.08 N:124322.47 E:190931.48 N:124322.40 E:190945.43 N:124322.47 E:190974.83 N:124322.36 E:190987.71 N:124322.47 E:191009.68 N:124322.63 E:191023.91 N:124323.47 E:191034.58 N:124323.47 E:191053.85 N:124320.47 E:191053.85 N:124320.47 E:191067.85 N:124307.63 E:191067.85 N:124307.63 E:191077.68 N:124275.13 E:191077.68 N:124255.86 E:191077.85 N:124245.68 E:191077.85 N:124233.43 E:191077.85 N:124213.88 E:191069.41 N:124198.70 E:191069.61 N:124198.70 E:191074.58 N:124094.63 E:191074.37 N:124094.63 E:190841.01 N:124100.22 E:190841.01 N:124100.22 E:190823.29 N:124094.78 E:190822.71 5' SIDEWALK 4.5' SIDEWALK TRENCH DRAIN 9' 8' 16' 18.13' 8' 8' 8' 8' 15.17' 8' 8' 24.04' 12' R15' R5' N:124189.52 E:190789.16 4' SIDEWALK N:124248.00 E:191100.36 N:124244.00 E:191100.33 N:124206.21 E:191100.04 N:124202.21 E:191100.01 N:124177.18 E:191084.85 N:124213.88 E:191083.85 N:124202.21 E:191069.61 4' SIDEWALK CHEEK WALL (TO BE DESIGNED BY OTHERS) CHEEK WALL (TO BE DESIGNED BY OTHERS)` RAMP CHEEK WALL (TO BE DESIGNED BY OTHERS) RETAINING WALL (TO BE DESIGNED BY OTHERS) CHEEK WALL (TO BE DESIGNED BY OTHERS) RETAINING WALL (TO BE DESIGNED BY OTHERS) "FIRE LANE AND NO PARKING" SIGN "FIRE LANE AND NO PARKING" SIGN "FIRE LANE AND NO PARKING" SIGN INLET INLET INLET N:124307.72 E:190774.56 N:124307.78 E:190767.44 N:124087.80 E:190737.14 N:124087.78 E:190741.81 N:124148.14 E:190773.14 N:124148.20 E:190766.02 "FIRE LANE AND HEADWALL 2' CONCRETE PAN N:124336.75 E:191094.54 N:124327.75 E:191082.25 RISERS (TO BE DESIGNED BY OTHERS) RAMP THE SLAB STADIUM APARTMENTS LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 LENGTH 5.05' 5.92' 205.24' 108.85' 132.76' 3.64' 17.00' 8.00' 3.36' 34.48' 31.19' 6.00' 3.26' 31.19' 14.69' 32.00' 31.65' 6.00' BEARING S89°11'26.89"E S00°23'33.57"W S00°30'34.81"W N89°35'52.00"W S89°35'52.00"E S00°30'34.81"W N90°00'00.00"E S00°30'34.81"W N90°00'00.00"E S00°00'00.00"E S89°58'56.47"W N00°00'00.00"W N00°00'00.00"E N89°59'06.66"E S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W LINE TABLE LINE L19 L20 L21 L22 L23 L24 L25 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 LENGTH 24.00' 6.00' 40.54' 6.00' 24.00' 6.00' 12.31' 16.64' 6.12' 22.73' 6.12' 44.64' 6.00' 24.00' 6.00' 61.27' 170.39' 38.59' BEARING S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E S00°00'00.00"E N89°29'30.17"W S00°00'00.00"E N90°00'00.00"E S00°00'06.77"W N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E S00°00'04.94"E N00°00'00.00"E S89°49'06.58"W LINE TABLE LINE L38 L39 L40 L42 L43 L44 L45 L46 L47 L48 L49 L50 L53 L54 L56 L60 L63 L64 LENGTH 10.71' 42.71' 49.52' 20.78' 133.15' 100.17' 26.97' 69.56' 118.13' 20.03' 286.16' 10.82' 20.00' 221.94' 32.61' 33.05' 189.34' 9.72' BEARING N87°06'50.51"W S89°49'03.14"W N82°22'22.40"W N90°00'00.00"W S00°00'00.00"E S00°00'00.00"E N90°00'00.00"E S00°30'34.81"W S00°30'34.81"W S03°24'22.86"W N89°36'12.03"W S88°49'37.44"W N89°22'13.98"W N89°22'13.98"W S84°06'39.81"W N82°22'22.40"W N89°22'13.98"W S84°37'37.91"W CURVE TABLE CURVE C1 C2 C3 C5 C6 C7 C8 C11 C12 C14 C15 C16 C17 C18 C19 DELTA 86°07'16" 89°53'33" 30°32'42" 20°00'59" 10°23'42" 9°16'54" 16°11'20" 90°30'35" 89°53'13" 6°31'06" 5°42'23" 7°48'34" 23°26'24" 16°11'20" 6°31'06" RADIUS 15.00' 15.00' 75.00' 25.00' 40.00' 72.07' 75.00' 8.00' 15.00' 100.00' 100.00' 100.00' 40.04' 75.00' 107.00' LENGTH 22.55' 23.53' 39.98' 8.73' 7.26' 11.68' 21.19' 12.64' 23.53' 11.38' 9.96' 13.63' 16.38' 21.19' 12.17' BEARING S42°33'03"E S45°27'21"W S82°21'17"W S10°00'29"W N05°11'51"E N86°40'02"W S81°54'20"W S44°44'43"E S45°27'11"W S87°22'13"W S86°57'51"W N86°16'40"W S78°16'32"W S81°54'20"W S87°22'13"W CHORD 20.48' 21.19' 39.51' 8.69' 7.25' 11.66' 21.12' 11.36' 21.19' 11.37' 9.96' 13.62' 16.27' 21.12' 12.17' Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner GRAPHIC SCALE: NORTH C2.00 HORIZONTAL CONTROL PLAN 6 MATCHLINE SEE SHEET C2.01 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6. BUILDING INFORMATION IS BASED UPON BEST AVAILABLE DATA AT THE TIME OF FINAL DEVELOPMENT PLAN APPROVAL. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL/STRUCTURAL DRAWINGS SUPPLIED WITH THE BUILDING PERMIT. 7. REFER TO STAMPED ARCHITECTURAL/LANDSCAPE DRAWINGS FOR LOCATIONS OF ALL SITE FURNITURE, FIXTURES, EQUIPMENT, AND OTHER AMENITIES. CONTRACTOR SHALL CONFIRM THAT SAID SITE ELEMENTS WILL NOT CONFLICT WITH UTILITIES AND OTHER CIVIL ITEMS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED POROUS PAVERS PROPOSED DESIGNER PAVEMENT PROPOSED PUBLIC CONCRETE E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E CTV CTV E E E E G G E E CTV CTV G G G CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G T T T T T OHU OHU OHU OHU OHU OHU CTV CTV CTV CTV W W W W W W W W W W W W W W W W E E E E E E E V AULT ELEC LID CABLE E G E G T W S O E AC ELEC TELE W S O W S O M VAULT CABLE E S W WV WV T VAULT ELEC VAULT ELEC M W M VAULT TELE W W H Y D W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DRIVEWAY ENTRANCE DRIVEWAY 900 WEST PROSPECT ROAD 836 WEST PROSPECT ROAD 832 WEST PROSPECT ROAD 828 WEST PROSPECT ROAD 820 WEST PROSPECT ROAD SANITARY MANHOLE (ABANDON) RIM=5029.78 INV W=5021.16 (6" CLAY) INV E=5021.12 (6" CLAY) PROSPECT ROAD (60' PUBLIC ROW) DRIVEWAY DRIVEWAY TO BE REMOVED DRIVEWAY DRIVEWAY TO BE REMOVED ± 1115 S.F. SINGLE STORY RESIDENTIAL HOUSE TO BE REMOVED ± 540 S.F. SINGLE STORY GARAGE TO BE REMOVED ± 57 L.F. OF FENCE TO BE REMOVED POWER POLE TO BE REMOVED ± 1312 S.F. SINGLE STORY RESIDENTIAL HOUSE TO BE REMOVED ± 962 S.F. SINGLE STORY RESIDENTIAL HOUSE TO BE REMOVED ± 299 S.F. WOOD SHED TO BE REMOVED ± 1648 S.F. SINGLE STORY RESIDENTIAL HOUSE TO BE REMOVED ± 243 S.F SHED TO BE REMOVED ± 15 S.F. PUMP HOUSE TO BE REMOVED ± 143 L.F OF OVERHEAD CABLE TO BE REMOVED ± 567 S.F. WOOD GARAGE TO BE REMOVED ± 440 S.F. WOOD GARAGE TO BE REMOVED ± 543 S.F. GREENHOUSE TO BE REMOVED ± 102 S.F. METAL SHED TO BE REMOVED ± 276 L.F. OF FENCE TO BE REMOVED ± 61 S.F. BLOCK SHED TO BE REMOVED ± 34 S.F. WOOD SHED TO BE REMOVED ± 311 L.F. OF FENCE TO BE REMOVED ± 186 L.F. OF CTV TO BE REMOVED MAILBOX TO BE REMOVED MAILBOX TO BE REMOVED ELECTRIC METER TO BE REMOVED MISC.LID TO BE REMOVED AC UNIT TO BE REMOVED ± 1345 S.F. WOOD BUILDING TO BE REMOVED ± 232 L.F. OF CTV TO BE REMOVED ± 147 L.F OF ELECTRIC LINE TO BE REMOVED ± 24 L.F. OF FENCE TO BE REMOVED ± 120 L.F. OF FENCE TO BE REMOVED ± 262 L.F. OF FENCE TO BE REMOVED ± 10 L.F. OF FENCE TO BE REMOVED ± 22 L.F. OF CTV TO BE REMOVED ± 27 L.F. OF GAS LINE TO BE REMOVED GAS METERS TO BE REMOVED MAILBOX TO BE REMOVED ± 82 L.F. OF CTV TO BE REMOVED ± 109 L.F. OF FENCE TO BE REMOVED ± 22 L.F. OF GAS LINE TO BE REMOVED ± 1560 S.F. MULTI-LEVEL STORY RESIDENTIAL HOUSE TO BE REMOVED ± 129 S.F. OF CONCRETE PAD TO BE REMOVED ± 125 S.F. OF CONCRETE TO BE REMOVED ± 5 S.F. OF CONCRETE TO BE REMOVED ± 5 S.F. OF CONCRETE TO BE REMOVED ± 65 S.F. OF CONCRETE TO BE REMOVED ± 20 S.F. OF CONCRETE TO BE REMOVED ± 75 S.F. OF CONCRETE TO BE REMOVED ± 9 S.F. OF CONCRETE TO BE REMOVED ± 716 S.F. OF CONCRETE TO BE REMOVED ± 9 S.F. OF CONCRETE TO BE REMOVED ± 144 S.F. OF CONCRETE TO BE REMOVED ± 100 S.F. OF CONCRETE TO BE REMOVED ± 435 S.F. OF CONCRETE TO BE REMOVED ± 7 S.F. OF CONCRETE TO BE REMOVED ± 1000 S.F. OF CONCRETE TO BE REMOVED ± 752 S.F. OF CONCRETE TO BE REMOVED ± 30 S.F. OF CONCRETE TO BE REMOVED ± 1735 S.F. OF CONCRETE TO BE REMOVED ± 380 S.F. OF CONCRETE TO BE REMOVED ± 182 S.F. OF CONCRETE TO BE REMOVED ± 17 S.F. OF CONCRETE TO BE REMOVED ± 620 S.F. SAWCUT ± 815 S.F. SAWCUT ± 595 S.F. SAWCUT ± 60 L.F. OF WATER SERVICE TO B ABANDONED AT MAIN ± 62 L.F. OF WATER SERVICE TO BE ABANDONED AT MAIN ± 62 L.F. OF WATER SERVICE TO BE ABANDONED AT MAIN ± 64 L.F. OF WATER SERVICE TO BE ABANDONED AT MAIN ELECTRICAL VAULT TO BE RELOCATED TELEPHONE PEDESTAL TO BE RELOCATED REMOVE WATER SPIGOT ± 37 S.F. OF CURB CUT TO BE REMOVED AND REPLACED ± 34 S.F. OF CURB CUT TO BE REMOVED AND REPLACED ± 90 S.F. OF CURB CUT TO BE REMOVED ± 24 S.F. OF CURB CUT TO BE REMOVED AND REPLACED ± 48 S.F. OF CURB CUT TO BE REMOVED AND REPLACED TELEPHONE PEDESTAL TO BE RELOCATED ELECTRIC VAULT TO BE RELOCATED CABLE VAULT TO BE RELOCATED ± 1942 S.F. OF SIDEWALK TO BE REMOVED ± 1002 S.F. OF CONCRETE TO BE REMOVED ± 90 S.F. OF CURB CUT TO BE REMOVED AND REPLACED REMOVE SIDEWALK TRANSITION ± 180 S.F. OF CONCRETE TO BE REMOVED REMOVE HANDICAP RAMP WATER SERVICE TO REMAIN METER TO REMAIN FOR IRRIGATION SERVICE Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C1.02 DEMOLITION PLAN 4 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner MATCHLINE SEE SHEET C1.01 GRAPHIC SCALE: LEGEND: S G VAULT ELEC T W TELE H Y D TRAFFIC VAULT E G W SS ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH BENCHMARK/BASIS OF BEARING: NOTES: PROJECT DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins benchmark 29-92: Approximate 300 feet south of West Prospect Rd. and Shields St., on the North end of the West bridge parapet wall. Elevation: 5025.67 BENCHMARK #2: City of Fort Collins benchmark 28-92: Southwest corner of West Prospect Rd. and Center Ave., on a water valve pit. Elevation: 5010.65 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 - 3.17. Basis of Bearings The basis of bearings is the South line of the Southwest Quarter of Section 14, Township 7 North, Range 69 West of the 6th p.m. as bearing South 89°22'14" East / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CTV CTV E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV G G G G E E E E E E T T T T T T G G G G G G G CTV G G G G G G G G G G G G G G G G CTV CTV CTV T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV V AULT ELEC ELEC GAS T G M M M M ELEC CABLE W TCABLE ELEC BRKR C ELEC BRKR ELEC BRKR E ELEC GAS VAULT ELEC WV MH G CABLE G ELEC ELEC VAULT ELEC ELEC ELEC VAULT ELEC WV WV WV H Y D VAULT T T ELEC ELEC VAULT ELEC S CABLE MH S W S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 0.5' CONCRETE WALL DECK TO BE REMOVED SANITARY MANHOLE RIM=5024.43 INV W=5013.11 (12" CLAY) INV S=5013.63 (8" CLAY) INV E=5013.14 (12" CLAY) LAKE STREET (60' PUBLIC ROW) OVERHEAD AWNING TO BE REMOVED ± 8485 S.F. 3 STORY APARTMENT TO BE REMOVED ± 8485 S.F. 3 STORY APARTMENT TO BE REMOVED ± 8485 S.F. 3 STORY APARTMENT TO BE REMOVED ± 882 S.F. 2 STORY CLUB HOUSE TO BE REMOVED ± 8505 S.F. OF CONCRETE TO BE REMOVED ± 2310 S.F. OF ASPHALT TO BE REMOVED ± 17710 S.F. OF ASPHALT TO BE REMOVED SANITARY MANHOLE RIM=5024.54 INV N=5016.03 (8") INV E=5016.23 (6") INV S=5016.32 (6") INV W=5016.15 (6") ± 174 S.F. WOOD SHED TO BE REMOVED ± 74 S.F. OF CONCRETE TO BE REMOVED ± 62 S.F. OF CONCRETE TO BE REMOVED MONUMENT SIGN TO BE REMOVED CONCRETE WALL TO BE REMOVED ± 1104 L.F. OF ELECTRIC LINE TO BE REMOVED ± 623 L.F. OF GAS LINE TO BE REMOVED REMOVE BOLLARDS ± 88 L.F. OF FENCE TO BE REMOVED ± 370 L.F. OF CTV LINE TO REMOVED GAS VALVE TO BE REMOVED ELECTRIC VAULT TO BE REMOVED ± 163 L.F. OF FENCE TO BE REMOVED REMOVE SWIMMING POOL AND ALL ASSOCIATED PUMPS AND DRAINS ± 7 L.F. OF FENCE TO BE REMOVED LIGHT POLES (2) TO BE REMOVED ELECTRIC BOX TO BE REMOVED ELECTRIC BREAKERS (2) TO BE REMOVED CABLE BOX TO BE REMOVED ELECTRIC METER TO BE REMOVED TELEPHONE PEDESTAL TO BE REMOVED ELECTRIC VAULT TO BE REMOVED ± 125 L.F. OF ELECTRIC LINE TO BE REMOVED ± 80 L.F. OF TELEPHONE LINE TO BE REMOVED ± 185 L.F. OF FENCE TO BE REMOVED CONCRETE WALL TO BE REMOVED MAILBOXES (6) TO BE REMOVED 2' CONCRETE PAN TO BE REMOVED EXISTING LIGHT TO BE RELOCATED EXISTING LIGHT TO BE RELOCATED (BY CITY LIGHT & POWER) EXISTING LIGHT & ELECTRIC VAULT TO BE RELOCATED ± 8 L.F. OF GAS LINE TO BE REMOVED ± 93 L.F. OF FENCE TO BE REMOVED REMOVE BOLLARDS ± 36 S.F. OF CONCRETE TO BE REMOVED EXISTING ELECTRICAL VAULT AND CABLE BOX TO BE REMOVED ELECTRIC VAULT TO BE REMOVED ELECTRIC VAULT TO BE REMOVED ELECTRIC VAULT TO BE REMOVED GAS METER TO BE REMOVED CABLE BOXES TO BE REMOVED GAS METER TO BE REMOVED ± 833 S.F. OF SIDEWALK TO BE REMOVED EXISTING 12" WATER LINE EXISTING 18" WATER LINE EXISTING 16" WATER LINE EXISTING 10" SANITARY SEWER EXISTING 12" WATER LINE WATER SERVICE TO BE ABANDONED AT MAIN EXISTING 8" CLAY MAIN TO BE REMOVED AND REPLACED WATER MANHOLE AND WATER METER TO BE REMOVED ± 122 S.F. SAWCUT ± 225 S.F. SAWCUT SSMH (4') INV. IN= 5012.82 (S) INV. IN= 5012.41 (W) INV. OUT= 5012.41 (E) FG= 5023.77 EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com GRAPHIC SCALE: LEGEND: S G VAULT ELEC T W TELE H Y D TRAFFIC VAULT E G W SS ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH BENCHMARK/BASIS OF BEARING: NOTES: PROJECT DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins benchmark 29-92: Approximate 300 feet south of West Prospect Rd. and Shields St., on the North end of the West bridge parapet wall. Elevation: 5025.67 BENCHMARK #2: City of Fort Collins benchmark 28-92: Southwest corner of West Prospect Rd. and Center Ave., on a water valve pit. Elevation: 5010.65 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 - 3.17. Basis of Bearings The basis of bearings is the South line of the Southwest Quarter of Section 14, Township 7 North, Range 69 West of the 6th p.m. as bearing South 89°22'14" East C1.01 DEMOLITION PLAN 4 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner MATCHLINE SEE SHEET C1.02 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CTV CTV CTV CTV T T T CTV E E E G G E E E E E CTV CTV CTV CTV E E E E E E CTV CTV CTV CTV CTV G G G E E E E T T T T G G G G G G G G G G G G G G G E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E CTV E E G E G CTV CTV CTV CTV CTV CTV CTV CTV CTV G G T T T OHU OHU OHU OHU T T T T T T E E E E E E E E E E E E E E E E E E E E E CTV CTV W W W W W W W W W W E E E E E CTV CTV CTV CTV VAULT ELEC ELEC GAS T G M M M M ELEC CABLE W TCABLE ELEC BRKR C ELEC BRKR ELEC BRKR E ELEC GAS VAULT ELEC WV MH G CABLE G ELEC ELEC LID CABLE E G E G T W S O E AC ELEC TELE W S O W S O M VAULT CABLE E S W WV WV T VAULT ELEC VAULT ELEC M W M VAULT TELE W W VAULT ELEC ELEC ELEC VAULT ELEC WV WV WV H Y D VAULT T T ELEC ELEC H Y D VAULT ELEC S CABLE MH S W W W W W W W W W W W W W W W W W W W W W W S E E E E E E E E E E E E SINGLE STORY RESIDENTIAL HOUSE SINGLE STORY GARAGE DRIVEWAY ENTRANCE EXISTING FENCE POWER POLE SINGLE STORY RESIDENTIAL HOUSE MULTI-LEVEL STORY RESIDENTIAL HOUSE SINGLE STORY RESIDENTIAL HOUSE WOOD SHED SINGLE STORY RESIDENTIAL HOUSE SHED PORCH PUMP HOUSE OVERHEAD PORCH CABLE WOOD GARAGE WOOD GARAGE WOOD BUILDING GREENHOUSE METAL SHED SWIMMING POOL WOOD SHED EXISTING FENCE BLOCK SHED WOOD SHED 0.5' CONCRETE WALL SANITARY MANHOLE RIM=5024.54 INV N=5016.03 (8") INV E=5016.23 (6") INV S=5016.32 (6") INV W=5016.15 (6") SANITARY MANHOLE RIM=5024.43 INV W=5013.11 (12" CLAY) INV S=5013.63 (8" CLAY) INV E=5013.14 (12" CLAY) SANITARY MANHOLE RIM=5029.78 INV W=5021.16 (6" CLAY) INV E=5021.12 (6" CLAY) PROSPECT ROAD (60' PUBLIC ROW) LAKE STREET (60' PUBLIC ROW) EXISTING FENCE WATER METER TELEPHONE PEDESTAL EXISTING GAS LINE GAS METER EXISTING TV LINE GAS METER EXISTING FENCE EXISTING GAS LINE EXISTING ELECTRICAL VAULT 4.25' CONCRETE PAN EXISTING ELECTRIC LINE EXISTING ELECTRICAL VAULT EXISTING WATER METER PIT EXISTING FENCE EXISTING ELECTRIC LINE EXISTING GAS LINE EXISTING WATER SERVICE EXISTING WATER SERVICE EXISTING WATER SERVICE EXISTING WATER SERVICE EXISTING FIRE HYDRANT EXISTING FENCE EXISTING FIRE HYDRANT EXISTING 4" WATER LINE GAS SERVICE EXISTING CTV LINE EXISTING WATER SERVICE EXISTING FENCE EXISTING FENCE EXISTING FIRE HYDRANT EXISTING ELECTRICAL VAULT EXISTING ELECTRICAL VAULT EXISTING ELECTRICAL VAULT EXISTING METER PIT EXISTING WATER LINE T CONTROL IRR CONTROL IRR CONTROL IRR T X X X E X X X X X X X X X X X X X X X E E OHE G T E E E E E 12" W 12" W 12" W 12" W 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 12" W 12" W 12" W 12" W 12" W V.P. V.P. WV / / / / / / / / / / / / / / / / X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X H Y D S C S C S T VAULT ELEC VAULT ELEC T CONTROL MW IRR W MW MW MW CONTROL IRR CONTROL IRR CONTROL IRR TH TH T G T VAULT ELEC X ELEC E X X G X X X X X X X X E / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X E E X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G T E E E E E 12" W 12" W 12" W 12" W 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 12" W 12" W 12" W 12" W 12" W V.P. V.P. C.O.AC G WV X / / / / / / / / / / / / / / / / X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X H Y D S W W W X VAULT ELEC VAULT ELEC VAULT ELEC H Y D VAULT ELEC VAULT CABLE GAS W CABLE H2O WW W C S W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / RAILROAD TIE WALL 3"x3" WOOD POST 2" VERT. PVC TRAFFIC VAULT CONCRETE CURB & GUTTER ELEC VAULT ELEC V.P. VAULT ELEC C VAULT ELEC WV WV WV WV E E CTV CTV X X VAULT CABLE ELEC VAULT ELEC VAULT ELEC W W W W W W W W FO FO FO FO FO FO FO FO FO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S W W W W W W M H S DRIVEWAY DRIVEWAY CONCRETE PAD PORCH DRIVEWAY DRIVEWAY 900 WEST PROSPECT ROAD 836 WEST PROSPECT ROAD 832 WEST PROSPECT ROAD 828 WEST PROSPECT ROAD 820 WEST PROSPECT ROAD 3 STORY APARTMENTS BLUE RIDGE APARTMENTS 775 WEST LAKE STREET 3 STORY APARTMENTS BLUE RIDGE APARTMENTS 775 WEST LAKE STREET 3 STORY APARTMENTS BLUE RIDGE APARTMENTS 775 WEST LAKE STREET 2 STORY CLUB HOUSE DRIVEWAY DECK OVERHEAD AWNING EXISTING 4' SIDEWALK EXISTING ELECTRICAL VAULT Sheet of 29 STANDARD AT FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com GRAPHIC SCALE: LEGEND: S G VAULT ELEC T W TELE H Y D TRAFFIC VAULT E G W SS ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH BENCHMARK/BASIS OF BEARING: NOTES: PROJECT DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins benchmark 29-92: Approximate 300 feet south of West Prospect Rd. and Shields St., on the North end of the West bridge parapet wall. Elevation: 5025.67 BENCHMARK #2: City of Fort Collins benchmark 28-92: Southwest corner of West Prospect Rd. and Center Ave., on a water valve pit. Elevation: 5010.65 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 - 3.17. Basis of Bearings The basis of bearings is the South line of the Southwest Quarter of Section 14, Township 7 North, Range 69 West of the 6th p.m. as bearing South 89°22'14" East C1.00 EXISTING CONDITIONS 3 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner M EXISTING FIRE HYDRANT new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for Standard at Fort Collins dated August 9th, 2016 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 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: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 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 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST 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 Standard at Fort Collins dated August 9th, 2016 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 waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 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 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST Northern Engineering Services, Inc NE Project No. 1290-001 Date: August 23, 2016 ORIGINAL FIELD SURVEY BY: Terracon Consultants, Inc. Terracon Project No. 20165058 Date: September 8, 2016 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: UTILITY PLANS FOR STANDARD AT FORT COLLINS 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 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 WASTEWATER--City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 STORMWATER- City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 BEING A REPLAT OF LOTS 5, 6, AND 19, AND PORTIONS OF LOTS 4, 7, 16, 18, AND 20, BLOCK 2, COLLEGE HEIGHTS, BEING LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1 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 SITE ENGINEER SURVEYOR COVER SHEET GENERAL & CONSTRUCTION NOTES C0.00 EXISTING CONDITIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LANDSCAPE ARCHITECT Landmark Properties Andrew Young 455 Epps Bridge Parkway Suite 201 Athens, GA 30606 (706) 543-1910 DEVELOPER/APPLICANT City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner Ripley Design Inc. Linda Ripley 401 West Mountain Avenue Fort Collins, Colorado 80521 (970) 224-5828 August 2017 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: SHEET INDEX ARCHITECT dwell design studio, llc 3655 Brookside Parkway Suite 150 Alpharetta, GA (770) 864-1035 (ext. 157) TRAFFIC ENGINEER Delich Associates Matt Delich, PE 2272 Glen Haven Drive Loveland, CO 80538-4903 (970) 669-2061 GEOTECHNICAL ENGINEER Terracon Consultants, Inc. Eric D. Bernhardt, PE 1901 Sharp Point Drive, Suite C Fort Collins, Colorado 80525 (970) 484-0359 ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ C0.01 C1.00 DEMOLITION PLAN C1.02 DEMOLITION PLAN STORM LINE A, A11, & A (CONT.) C1.01 STORM LINE C, C2, & C2-6 C3.04 C3.06 C4.00 OVERALL GRADING PLAN SUBGRADE PLAN EROSION CONTROL PLAN C4.04 DETAILS C5.00 C6.00 - C6.06 C7.00 DRAINAGE EXHIBIT OWNERS REPRESENTATIVE Williams & Associates Ellen Rodgers 2470 Daniells Bridge Road, Suite 160 Athens, GA 30606 (706) 310-0400 (ext. 20) C3.00 OVERALL UTILITY PLAN C4.03 DETAILED GRADING PLAN C2.01 HORIZONTAL CONTROL PLAN C2.00 HORIZONTAL CONTROL PLAN C3.05 STORM LINE A2 & A3 UTILITY PLAN DETAILED UTILITY PLAN C3.01 C3.03 C3.02 UTILITY PLAN C4.02 GRADING PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL DETAILS