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HomeMy WebLinkAboutVILLAGE COOPERATIVE FORT COLLINS - FDP - FDP170009 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSHORSETOOTH ROAD STANDFORD DRIVE S. COLLEGE DRIVE LANDINGS DRIVE JOHN F. KENNEDY PKWY. STOVER ROAD E. MONROE DR. S. LEMAY AVE. E. SWALLOW ROAD EX. 12' TRAVEL LANE 12' LEFT TURN LANE 11' TRAVEL LANE 11' TRAVEL LANE 12' RIGHT TURN LANE EX. 12' TRAVEL LANE STRIPED MEDIAN WIDTH VARIES 6' BIKE LANE 6' WALK EX. 12' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL LANE EX. 12' TRAVEL LANE STRIPED MEDIAN WIDTH VARIES 8' BIKE LANE 6' WALK 10' PKWY 9' PKWY ROADWAY WIDTH VARIES 4-LANE ARTERIAL- STREET SECTION ROADWAY WIDTH VARIES 4-LANE ARTERIAL- STREET SECTION EX. 7' WALK EX. 7' WALK ROW VARIES 107.5' TO 108.5' (MIN.) ROW VARIES 107.5' TO 108.5' (MIN.) Sheet Of 32 VILLAGE COOPERATIVE OF 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 CS1 Sheet Of 32 VILLAGE COOPERATIVE OF 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 CS2 NOTES GENERAL & CONSTRUCTION 2 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 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D CABLE TELE VAULT ELEC VAULT ELEC ELEC T S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE 9' EX. UTILITY AND ACCESS EASEMENT TO BE VACATED TF TF PARKING GARAGE ENTRANCE X X X X X X X X X X D CABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D F.O. STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 78' RIGHT OF WAY STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP PRIVATE DRIVE N:113423.03 E:196654.22 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP 20' EX. SANITARY SEWER EASEMENT 9' EX. UTILITY AND ACCESS EASEMENT SIGHT DISTANCE TF PARKING GARAGE ENTRANCE S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE 57.5' HALF RIGHT OF WAY HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS AND DRAINAGE EASEMENT DRAINAGE EASEMENT 15' UTILTY, ACCESS, AND DRAINAGE EASEMENT "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" 5' SIDEWALK 16' "NO PARKING FIRE LANE" "RIGHT LANE MUST TURN RIGHT" "EMERGENCY ACCESS ONLY" "NO PARKING FIRE LANE" LINE TABLE LINE L1 L2 L4 L6 L7 L8 L10 L11 L13 L16 L17 L19 L21 L22 FDC W F S TF TF X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D CABLE UD UD UD TF FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC PROJECT BOUNDARY (TYP.) PROPOSED CURB INLET AND WATER QUALITY OVERFLOW WEIR (SEE DTL SHEET D1) PROPOSED STORMTECH UNDERGROUND DETENTION AND WATER QUALITY SYSTEM (SEE SHEET SG1) PROPOSED FES PROPOSED OUTLET G G G FO FO FO 15.16 FG BOT 15.41 FG TOP 14.70 FG BOT 14.99 FG TOP 12.58 FG BOT 15.10 FG TOP 13.57 FG BOT 15.05 FG TOP PROPOSED LANDSCAPE RETAINING WALL X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC UD UD UD TF PROPOSED AREA INLET PROPOSED CURB INLET AND WATER QUALITY OVERFLOW WEIR PROPOSED FES UD UD UD UD UD UD UD UD UD UD UD UD UD UD TF STORM DRAIN A SEE SHEET ST1 JUNCTION (BEGIN VAULT)-1 INV. IN=5002.02 (S) INV. OUT=5002.02 (N) FG=5007.79 N=113255.15 E=197048.33 JUNCTION (END VAULT)-1 INV. IN=5001.87 (S) INV. OUT=5001.87 (N) FG=5008.52 N=113327.92 E=197048.33 STMH B4 (DRAIN BASIN) INV. IN=5003.38 (N) INV. IN=5003.88 (W) INV. IN=5001.89 (S) INV. OUT=5001.88 (E) FG=5008.74 N=113331.94 E=197043.58 STORM DRAIN B SEE SHEET ST2 STORM DRAIN 2 SEE SHEET STORM DRAIN LINE B4 SEE SHEET ST4 STORM DRAIN C SEE SHEET ST3 MONITERING WELL U4 INV. OUT=5001.50 (N) FG=5008.00 N=113255.95 E=197051.42 68.98 LF 6" PERFORATED HDPE @ 0.20% MONITERING WELL U3 INV. IN=5001.36 (S) INV. OUT=5001.36 (E) FG=5008.44 N=113324.93 E=197051.67 1.30 SG 1.27 SG 1.10 SG 1.12 SG 7.03 FG 7.76 FG 4990 4995 5000 5005 5010 5015 5020 4990 4995 5000 5005 5010 5015 5020 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+50 OUTLET A1 STA 15+17.72 RIM 5002.2± INV. OUT 5001.05 (SW) 49.28 LF 12" HDPE @ 0.54% STMH A2 STA 14+68.44 RIM 5006.7± INV. IN 5000.79 (NE) INV. OUT 5000.79 (W) 340.88 LF 12" HDPE @ 0.45% STMH A3 STA 11+27.56 RIM 5001.8± INV. IN 4999.23 (E) INV. OUT 4997.19 (W) 37.87 LF 15" RCP @ 0.25% INLET A4 STA 10+89.59 FL. EL 5000.4± INV. IN 4997.09 (E) INV. OUT 4997.09 (W) 72.29 LF 24" RCP @ 0.20% Existing Storm Junction STA 10+17.41 RIM 5001.5± INV. IN 4997.09 (W) INV. IN 4997.16 (W) INV. IN 4997.16 (W) INV. OUT 4996.82 (S) INV. OUT 4996.84 (S) INV. OUT 4996.89 (S) JUNCTION A5 STA 10+16.28 INV. 4996.95 (E) PROPOSED GRADE EXISTING GROUND STA.=11+70.36 INV.= 4997.38 EXISTING 8" PVC SANITARY 100-YR HGL FO FO 4995 5000 5005 5010 5015 5020 5025 4995 5000 5005 5010 5015 5020 5025 15+25 15+00 14+00 13+00 12+00 11+00 10+00 9+75 INLET B9 STA 14+81.63 FL. EL 5012.4± INV. OUT 5009.48 (E) 25.38 LF 12" HDPE @ 2.64% JUNCTION B8 STA 14+56.25 INV. 5008.81 (W) INV. 5008.81 (N) INV. 5008.81 (E) INLET B7 STA 13+29.84 FL. EL 5015.0± INV. IN 5008.22 (W) INV. OUT 5008.22 (E) 126.42 LF 12" HDPE @ 0.47% 115.42 LF 18" HDPE @ 0.50% STMH B5 STA 11+30.59 RIM 5010.0± INV. IN 5004.71 (NW) INV. IN 5005.20 (SW) INV. OUT 5004.71 (S) 83.83 LF 18" HDPE @ 3.50% STMH B6 STA 12+14.42 RIM 5011.9± INV. IN 5007.64 (W) INV. IN 5007.84 (SW) INV. OUT 5007.64 (SE) 38.95 LF 18" HDPE @ 3.41% 51.58 LF 24" HDPE @ 1.18% FES B1 STA 10+09.99 INV. 5001.22 (NW) PROPOSED GRADE EXISTING GROUND 17.79 LF 24" HDPE @ 0.20% 5.18 LF 24" HDPE @ 0.20% STMH B4 (DRAIN BASIN) STA 10+91.64 RIM 5008.7± INV. IN 5003.38 (N) 4990 4995 5000 5005 5010 5015 5020 4990 4995 5000 5005 5010 5015 5020 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 BEND C5 STA 14+31.39 INV. 5002.74 (SW) INV. 5002.73 (W) INV. 5002.74 (E) BEND C6 STA 14+49.96 INV. 5002.78 (W) INV. 5002.78 (NE) BEND C7 STA 14+64.10 INV. 5002.81 (NW) INV. 5002.81 (E) STCO C8 STA 15+23.76 INV. 5002.93 (NW) INV. 5002.93 (SE) BEND C4 STA 11+31.56 INV. 5002.14 (W) INV. 5002.14 (E) DRAIN BASIN C3 STA 10+97.69 RIM 5005.9± INV. IN 5002.07 (W) INV. OUT 5002.07 (E) PROPOSED GRADE EXISTING GROUND STMH C1 (DRAIN BASIN) STA 10+22.34 RIM 5007.6± INV. IN 5002.03 (W) INV. OUT 5002.03 (N) 12.86 LF 15" HDPE @ 0.20% DRAIN BASIN C3 STA 10+97.69 RIM 5005.9± INV. IN 5002.07 (W) INV. OUT 5002.07 (E) 4.78 LF 15" HDPE @ 0.20% STA.=13+85.18 INV.= 4998.61 6" SANITARY SEWER SVC 3.40' 4990 4995 5000 5005 5010 5015 5020 4990 4995 5000 5005 5010 5015 5020 9+50 10+00 11+00 59.27 LF 15" RCP @ 1.65% FES D1 STA 10+00.00 INV. 5001.71 (S) INLET D2 STA 10+59.27 FL. EL 5007.0± INV. OUT 5002.69 (N) PROPOSED GRADE EXISTING GROUND 100-YR HGL FO FO FO FO FO FO FO FO G G G G G G G G SS SS SS SS SS SS SS SS UD UD STORM DRAIN B SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 59.27 LF 15" RCP @ 1.65% FES D1 STA 10+00.00 N: 113265.26 E: 197154.37 INLET D2 STA 10+59.27 N: 113206.18 E: 197149.64 STRACHAN SUBDIVISION FIRST FILING LOT 3 HORSETOOTH ROAD X UD UD UD FDC W F S TF TF X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE VAULT ELEC VAULT ELEC ELEC D CABLE VAULT ELEC VAULT ELEC ELEC T S S D S F.O. HORSETOOTH ROAD STANFORD ROAD VERTICAL CURB & GUTTER PROPOSED STRIPING SEE SHEET R3 EXISTING STRIPING 6' SIDEWALK EXISTING STORM DRAIN EXISTING VERTICAL CURB & GUTTER ∆ 108.3' ROW (VARIES) PROPOSED INLET TIE TO EXISTING CURB AT INLET EXISTING INLET EXISTING DRIVE-OVER CURB & GUTTER SAWCUT LINE STORM DRAIN A SEE SHEET ST1 4995 5000 5005 5010 5015 5020 4995 5000 5005 5010 5015 5020 9+50 10+00 11+00 12+00 13+00 14+00 4990 4995 5000 5005 5010 4990 4995 5000 5005 5010 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 75.0' VC PVI STA = 12+67.20 PVI ELEV = 5001.66 S S U D TF TIE TO EXISTING SIDEWALK STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC PROPOSED STRIPING SEE SHEET R3 EXISTING STRIPING EXISTING VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 6' SIDEWALK HORSETOOTH ROAD STOVER ST. PROPOSED DRIVE-OVER CURB & GUTTER PROPOSED INLET 108.6' ROW (VARIES) SAWCUT LINE S P I N D R I F T C T . STORM DRAIN A SEE SHEET ST1 STORM DRAIN D SEE SHEET ST4 Horsetooth Proposed North Flowline 4995 5000 5005 5010 5015 5020 4995 5000 5005 5010 5015 5020 14+00 15+00 16+00 17+00 18+00 19+00 4995 5000 5005 5010 5015 4995 5000 D CABLE VAULT ELEC VAULT ELEC ELEC T S S D S F.O. HORSETOOTH ROAD STANFORD ROAD EXISTING STRIPING 108.3' ROW (VARIES) 11' TRAVEL LANE 11' TRAVEL LANE 6' BIKE LANE 6' SIDEWALK 12' TURN LANE 12' TURN LANE 12' TRAVEL LANE 12' TURN LANE EXISTING 12' TRAVEL LANE EXISTING 12' TRAVEL LANE EXISTING 12' TRAVEL LANE EXISTING 12' TRAVEL LANE EXISTING 6' MEDIAN EXISTING 11' TURN LANE 12.0' 11.0' 11.0' 6.0' 12.0' 6.0' A A B B L 1 4 4 6 3 12 7 7 STA.=13+30.50 OFFSET=32.5' BEGIN 6 END 1 STA.=13+30.67 OFFSET=38.5' BEGIN 3 END 4 STA.=12+88.69 OFFSET=11.7' BEGIN 3 END 4 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 12+00 4990 4992 4996 5000 5004 5008 5012 5016 4990 4992 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 12+50 4992 4996 5000 5004 5008 5012 5016 4992 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 13+00 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 UD S TF TF X X X X STRACHAN SUBDIVISION FIRST FILING LOT 3 D CABLE VAULT ELEC VAULT ELEC ELEC T S D STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC STANFORD ROAD 98' RIGHT OF WAY IP3 IP3 IP3 CIP IP3 IP3 IP3 IP3 IP1 IP1 OP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRANSITION MATS SOIL COVER A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. Sheet Of 32 VILLAGE COOPERATIVE OF 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 16" MAX. 8" 6.2' 8.67' 3.50' 8" 10' SEE CDOT CURB INLET TYPE R DETAIL (M-604-12) FOR REBAR LOCATION AND SIZE 8" 3.1' SEE CLOSE MESH GRATE DETAIL 4.33' 3.5' 4.33' 10' 4.33' 4' 4' 2" ALL AROUND 3' 8" 3.50' 3" 3" 4 1 2" 3" 3" 8" 8" 3.00' SEE CLOSE MESH GRATE DETAIL 4' 8" 4' 8" SECTION A-A SECTION B-B SECTION C-C GRATE: 5008.03 100-YR OVERFLOW: 5006.30 WATER QUALITY WEIR: 5004.93 INV BOX: 5001.83 RECESS FOR GRATING 8" #4 @ 12" CENTER (TYP.) SEE CDOT CURB INLET TYPE R DETAIL (M-604-12) FOR REBAR LOCATION AND SIZE 6.51' 3' 8" 8" CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility 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 32 VILLAGE COOPERATIVE OF 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 D2 DRAINAGE DETAILS 24 204 STANDARD MANHOLE C C A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND 203 WATER QUALITY OUTLET STRUCTURE 205 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 32 VILLAGE COOPERATIVE OF 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 D3 DRAINAGE DETAILS 25 REV. DESCRIPTION BY MM/DD/YY CHK'D 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE: ALL DIMENSIONS ARE ± 1/2 FOOT. DRAWING NUMBER: NTS JLE 8/15/13 1 OF 1 3 REV. DRAWING NAME OR NUMBER TJR 01/28/16 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 6" MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H RECOMMENDED MINIMUM TRENCH WIDTHS 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 32 VILLAGE COOPERATIVE OF 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 D4 DRAINAGE DETAILS 26 STORMWATER CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-740, SC-310, OR APPROVED EQUAL. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.^J 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.^J EXPANSION JOINT TO ENGINEER'S DETAILS SEE NOTE 3 1/8" [3mm] 6" [150mm] 6" [150mm] 6" [150mm] NOTES: 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS. 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. SEE NOTE 4 PAVEMENT PER DESIGN DOCUMENTS 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 32 VILLAGE COOPERATIVE OF 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 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 SCALE: ACCESS RAMPS N.T.S. A 6' A 5' 12:1 (MAX) (MIN) 6' (MIN) MID-BLOCK LOCATION 12:1 (MAX) SECTION A-A NOTES: DETECTABLE WARNING SURFACE SHALL BE A CONTRAST COLOR AND CONSTRUCTED OF CAST IRON. 2% BACK OF RAMP 6" (MIN) 6" FLOWLINE 2% SLOPE CONCRETE PEDESTRIAN CURB 6" MIN VARIES 2' x 5' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB 2' x 5' DETECTABLE WARNING SURFACE 6" SIDEWALK CURB GUTTER (MAX) 2% 1" RADIUS 1/4" RADIUS 6" 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 SIGN POST Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb See Figure 16-1 SWSAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge TRENCH AND BEDDING TYPICAL COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 SERVICE WYE DETAIL PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 TYPICAL POINT OF CONNECTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TRENCH AND BEDDING TYPICAL TYPICAL CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION TYPICAL WATER SERVICE 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 901 902 903 904 905 3" & 4" METER SETTING (PLAN VIEW) 906 3" & 4" METER SETTING (SIDE VIEW) 907 3" & 4" METER SETTING (END VIEW) D9 UTILITY DETAILS 31 Sheet Of 32 VILLAGE COOPERATIVE OF 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 PARKING GARAGE ENTRANCE UD TF TF X X X X D CABLE VAULT F.O. D ST ST F.O. 1 2 3 4 5 6 7 8 9 10 DETENTION POND A STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC STANFORD ROAD 78' RIGHT OF WAY A3 A5 A9 A6 A4 A8 A1 A10 A7 A2 UD2 UD1 OS1 PROPOSED CURB INLET PROPOSED DRAIN BASIN PROPOSED CURB INLET PROPOSED AREA INLET BASIN A9 ROOF DRAIN RELEASE TO INLET PROPOSED CURB INLET EXISTING STORM JUNCTION STRUCTURE PROPOSED CURB INLET AND WATER QUALITY WEIR PROPOSED STORMTECH UNDERGROUND DETENTION AND WATER QUALITY SYSTEM PROPOSED OUTLET STRUCTURE BASIN A5 ROOF DRAIN RELEASE TO MANHOLE OS2 DR1 DRAINAGE 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 32 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY EXISTING STORM SEWER 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THE VILLAGE COOPERATIVE OF FORT COLLINS" BY NORTHERN ENGINEERING, DATED February 22, 2017 FOR ADDITIONAL INFORMATION. NOTES: FLOW PATH DRAINAGE BASIN BUBBLE A DESIGN POINT A BASIN BOUNDARY PROPOSED STORM SEWER FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION Sheet Of 32 VILLAGE COOPERATIVE OF 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 KEYMAP DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 A1 0.02 0.95 1.00 5.0 5.0 0.05 0.18 2 A2 0.07 0.25 0.31 5.0 5.0 0.05 0.21 3 A3 0.22 0.72 0.90 5.0 5.0 0.45 1.98 4 A4 0.10 0.76 0.95 5.0 5.0 0.22 0.94 5 A5 0.35 0.95 1.00 5.0 5.0 0.96 3.53 6 A6 0.45 0.74 0.93 5.9 5.0 0.92 4.14 7 A7 0.04 0.41 0.51 5.0 5.0 0.04 0.20 8 A8 0.49 0.27 0.33 7.7 7.1 0.32 1.44 7 A9 0.36 0.95 1.00 5.0 5.0 0.99 3.62 7 A10 0.03 0.60 0.75 5.0 5.0 0.06 0.24 11 UD1 0.03 0.86 1.00 5.0 5.0 0.06 0.26 11 UD2 0.57 0.33 0.41 5.1 5.0 0.54 2.36 10 OS1 0.44 0.68 0.85 5.8 5.0 0.83 3.76 10 OS2 1.86 0.88 1.00 8.3 7.5 3.92 16.33 Detention Pond Summary | Proposed Condition Pond 100-yr Volume (ac-ft) 100-yr WSEL WQCV (ft3) WQCV WSEL Max Release (cfs) A 0.51 5006.31 740 5001.71 1.10 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 801 802 803 D8 UTILITY DETAILS 30 Sheet Of 32 VILLAGE COOPERATIVE OF 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 504 SANITARY SEWER CLEAN OUT 30" 8" 8" NOTE: THESE PRELIMINARY PAVEMENT SECTIONS ARE PER THE SUBSURFACE EXPLORATION REPORT PROPOSED VILLAGE COOPERATIVE OF FORT COLLINS, CO BY EARTH ENGINEERING CONSULTANTS (EEC PROJECT NO. 1162088), DATED DECEMBER 14, 2015. FINAL PAVEMENT DESIGN SHALL BE PER THE PROJECT GEOTECHNICAL ENGINEER OR CONTRACTOR RECOMMENDATIONS. SITE GRADING AND SUBGRADE PREPARATION SHALL ALSO BE PER THE FINAL GEOTECHNICAL ENGINEER OR CONTRACTOR RECOMMENDATIONS. AGGREGATE BASE COURSE HOT BITUMINOUS PAVEMENT COMPACTED SUBGRADE PARKING AREAS HEAVY DUTY CORRIDORS 4" 6" 5" 8" 5" PARKING AREAS 6" HEAVY DUTY CORRIDORS COMPACTED SUBGRADE PCC (NON-REINFORCED) VAN- ACCESSIBLE PARKING MIN. MIN. CAR ACCESSIBLE VAN ACCESSIBLE 8' 5' 8' 8' 8' 8' RESERVED RESERVED PARKING ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED R7-8 ONE SIGN PER SPACE REQUIRED R7-8 NO PARKING TYPICAL PAVEMENT MARKINGS HANDICAP PARKING REQUIRMENTS 401 402 PRELIMINARY PRIVATE 403 PAVING SECTIONS 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) 404 FIRE ACCESS ROAD SIGN D7 SITE DETAILS 29 Sheet Of 32 VILLAGE COOPERATIVE OF 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 NOTE: THESE PRELIMINARY PAVEMENT SECTIONS ARE PER THE CALCATIONS FOR MINIMUM PAVEMENT SECTION RECOMMENDATIONS FOR THE VILLAGE COOPERATIVE OF FORT COLLINS, CO BY EARTH ENGINEERING CONSULTANTS (EEC PROJECT NO. 1162088), DATED FEBRUARY 16, 2017. FINAL PAVEMENT DESIGN SHALL BE PER THE PROJECT GEOTECHNICAL ENGINEER OR CONTRACTOR RECOMMENDATIONS. SITE GRADING AND SUBGRADE PREPARATION SHALL ALSO BE PER THE FINAL GEOTECHNICAL ENGINEER OR CONTRACTOR RECOMMENDATIONS. AGGREGATE BASE COURSE (CLASS 5 OR 6) HOT BITUMINOUS PAVEMENT (GRADE S) COMPACTED SUBGRADE 4-LANE ARTERIAL (HORSETOOTH ROAD) 7" 14" 9.5" 4-LANE ARTERIAL (HORSETOOTH ROAD) COMPACTED SUBGRADE PCC (NON-REINFORCED) 402 PRELIMINARY PUBLIC PAVING SECTIONS 306 STANDARD ACCESS RAMPS 303 PEDESTRIAN RAMP DETAIL 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection PRIVATE TRUNCATED DOME WARNING FOR ACCESS RAMPS F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' FORT COLLINS ONLY PRIVATE 18" VERTICAL CURB & GUTTER OUTFALL FLOW SIDEWALK DETAIL ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft STANDARD SIDEWALK Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, CONST. see DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial 301 304 305 309 308 STANDARD DRIVEWAY DETAIL D6 SITE DETAILS 28 Sheet Of 32 VILLAGE COOPERATIVE OF 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 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 1'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 308 CURB AND GUTTER Lip FL Back of curb Right of Way Line NOTE: 1. Concrete driveway must be provided to the property line. 2. 0" Curb Height, See Section A-A 3. Standard Curb and Gutter Section, See Standard Drawing 701 X W X 1:50 (max.) Property Line N.T.S. SECTION A-A 1" per ft. X = Curb Transition Length Y = Parkway Width Varies W = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" Commercial A A PERSPECTIVE 1:50 (max.) x=2' (min.) Driveway Width x=2' (min.) W = Width Refer to Chapter 25 for minimum removal dimensions. Expansion Joint if drive continues as concrete 6" Walk Y 2" ROW Y Detached Sidewalk Ramp if necessary Ramp if necessary Varies 1/4" per ft. 1:12 (max.) 1/4" per ft. Varies ** Varies ** Ramp Length Ramp Length Detached Detached 1" per ft. 1:12 (max.) See note 3 See Note 2 See Note 2 See Note 3 ** Ramp length not to exceed 15'-0", slope must be uniform. 1 2" min - 2" max 1:12 (max.) 1:12 (max.) T T PHONE: 970.221.4158 www.northernengineering.com D5 DRAINAGE DETAILS 27 501 TRUEGRID GRAVEL FILL INSTALLATION 502 TRENCH DRAIN INSTALLATION 503 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. 4" 4" 2" 4" 2" 6" OUTLET PIPE SIDE VIEW FRONT VIEW 504 CONCRETE COLLAR D5 b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE.^J c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.^J 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.^J 2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE".^J 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.^J STORMTECH RECOMMENDS 3 BACKFILL METHODS: · STONESHOOTER LOCATED OFF THE CHAMBER BED. · BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. · BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.^J 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.^J 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.^J 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.^J 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).^J 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER.^J 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT^J 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".^J 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: · NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. · NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". · WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".^J 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ©2015 ADS, INC. ADVANCED DRAINAGE SYSTEMS, INC. R Fort Collins - East Pond Village Cooperative 401 SC-740 GENERAL NOTES 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 Village Cooperative Fort Collins - East Pond (WQCV) 08/18/2016 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-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. B 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 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. 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 Village Cooperative 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 402 SC-740 SUBGRADE 403 SC-740 ISOLATOR ROW AND INSPECTION PORT 30-mil PVC GEOMEMBRANE WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER. 30-mil PVC GEOMEMRANE SHOULD WRAP ALL SIDES AND 10' (MIN) ALONG THE BOTTOM ON ALL SIDES 30-mil PVC GEOMEMRANE SHOULD WRAP ALL SIDES AND 10' (MIN) ALONG THE BOTTOM ON ALL SIDES 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 Village Cooperative 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) ALL STUBS, SC740EPE24B* EXCEPT FOR THE SC740EPE24B 24" (ARE 600 mm) PLACED AT 18.BOTTOM 5" (470 mm) OF END CAP SUCH --- THAT THE OUTSIDE 0.1" DIAMETER (3 mm) 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) 404 SC-740 ISERTA TEE, UNDERDRAIN AND TECHNICAL SPECIFICATION © 2016 ADS, INC MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS** * VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER **SEE BACKFILL REQUIREMENTS IN NOTE 6. NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. PIPE DIAM. MIN. TRENCH WIDTH 4" 21" (100mm) (533mm) 6" 23" (150mm) (584mm) 8" 26" (200mm) (660mm) 10" 28" (250mm) (711mm) 12" 30" (300mm) (762mm) 15" 34" (375mm) (864mm) 18" 39" (450mm) (991mm) 24" 48" (600mm) (1219mm) 30" 56" (750mm) (1422mm) 36" 64" (900mm) (1626mm) 42" 72" (1050mm) (1829mm) 48" 80" (1200mm) (2032mm) 60" 96" (1500mm) (2438mm) SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LAOD) * 12" - 48" 12" 48" (300mm - 1200mm) (305mm) (1219mm) 60" 24" 60" (1500mm) (610mm) (1524mm) FINAL BACKFILL INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION SPRINGLINE MIN. TRENCH WIDTH (SEE TABLE) MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF PIPE DIAM. CLASS I CLASS II COMPACTED DUMPED 95% 90% 4" 34 16 23 16 (100mm) (10.4m) (4.9m) (7.0m) (4.9m) 6" 40 19 27 19 (150mm) (12.2m) (5.8m) (8.2m) (5.8m) 8" 30 14 21 14 (200mm) (9.1m) (4.3m) (6.4m) (4.3m) 10" 34 16 23 16 (250mm) (10.4m) (4.9m) (7.0m) (4.9m) 12" 35 17 24 17 (300mm) (10.7m) (5.2m) (7.3m) (5.2m) 15" 37 18 25 18 (375mm) (11.3m) (5.5m) (7.6m) (5.5m) 18" 32 15 22 15 (450mm) (9.8m) (4.6m) (6.7m) (4.6m) 24" 27 13 19 13 (600mm) (8.2m) (4.0m) (5.8m) (4.0m) 30" 22 11 16 11 (750mm) (6.7m) (3.4m) (4.9m) (3.4m) 36" 26 12 18 12 (900mm) (7.9m) (3.7m) (5.5m) (3.7m) 42" 24 11 17 11 (1050mm) (7.3m) (3.4m) (5.2m) (3.4m) 48" 23 11 16 11 (1200mm) (7.0m) (3.4m) (4.9m) (3.4m) 60" 26 12 18 12 (1500mm) (7.9m) (3.7m) (5.5m) (3.7m) DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED 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. 03-11-16 NMH DRAIN BASIN INLINE DRAIN 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. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" 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. PVC GEOMEMBRANE LINER NOTES: · · · · · · · GEOMEMBRANE LINER / UNDERDRAIN 302 PENETRATION DETAIL 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE 301 MONITORING WELL DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-298 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 09-14-07 DRAWN BY EBC 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 30" 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 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. (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 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH SOLID COVER (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 & COVER 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 1 - 8" - 30" SOLID COVERS 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" SOLID COVERS 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" SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-021 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DROP IN TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-5-00 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. 4-13-11 EBC 1201DI APPROX. DRAIN AREA = 39.75 SQ IN APPROX. WEIGHT = 15 LBS ® ©2011 NYLOPLAST DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. T S A L P O L Y N D D D O N O T P O L L T E U C T I L E I R O N R A I N S T O W A T E R W A Y S Ø14.95 U 1.25 Ø 11.64 D2 EMERGENCY OVERFLOW WEIR DETAIL TOP OF WALL (B) MIN 8" THICK WALL 2-#4 BAR 2-#4 BAR 3" CLEAR EACH WAY #3 TIES 18" MIN O/C #4 BAR 18" O/C TOP OF WEIR (A) BURIED RIPRAP TYPE- L (TYP.) 201 COMBINATION INLET 202 STORMWATER BEDDING REQUIREMENTS Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 101 CDOT TYPE R INLET 102 CDOT TYPE R INLET (CONT.) Sheet Of 32 VILLAGE COOPERATIVE OF 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 D1 DRAINAGE DETAILS 23 105 INLET SCHEDULE INLET SCHEDULE Inlet ID Inlet Size Inlet Type Lid Type Inlet B7 Single FC Combination Inlet N/A Inlet B8.2 Single FC Combination Inlet N/A Inlet B8.1 1' Nyloplast Drain Basin Open Inlet B9 Single FC Combination Inlet N/A Inlet C3 1' Nyloplast Drain Basin Open Inlet B2 -- CDOT Type C w/ Water Quality Weir N/A Monitoring Well B2.2 8" Drain Basin Closed Monitoring Well B2.3 8" Drain Basin Closed Inlet A4 10' Type R N/A Inlet D2 10' Type R N/A PVC ROOF DRAIN PIPE 45° MAX. GRANULAR MATERIAL CONFORMING TO CDDH #67 104 ROOF DRAIN WYE 90° BEND COORDINATE LOCATION OF DOWNSPOUTS PRIOR TO INSTALLATION OF TEMPORARY TWIST-OFF CAP BED WITH NATIVE COMPACTED TO 95% STANDARD PROCTOR DENSITY 103 MODIFIED CDOT TYPE R INLET WITH AREA INLET & WATER QUALITY WEIR (INLET B2) PHONE: 970.221.4158 www.northernengineering.com EC2 EROSION CONTROL DETAILS 22 WATTLE INSTALLATION 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: 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. 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: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. 001 WP CONCRETE WASHOUT AREA CWA 002 003 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 VEHICLE CONTROL TRACKING PAD VTC 004 WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY WITH NO GAPS (TYP.) TIGHTLY ABUTTING ENTRENCH 3" FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON IP1 006 DROP INLET PROTECTION 007 FES INLET PROTECTION 009 TURF REINFORCEMENT MAT - SCOUR STOP CURB INLET PROTECTION IP3 010 008 SILT FENCE IP2 AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING INDICATED IN PLAN VIEW (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D" 6" TOPSOIL "M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6" TOPSOIL 6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 12" MIN. STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.) 6' 3' 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 4' 3' 2' ECB EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT 100% - - * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL 70% MAX. 011 EROSION CONTROL BLANKET NOTE: 1. SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY. 2. SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. 005 OUTLET PROTECTION A A PLAN VIEW SECTION A-A 2:1 OP WQCV Scourstop Schedule Storm Line Pipe Diameter (in) Velocity (cfs) Transition Mat W x L B 24 4.79 8' x 8' D 15 3.06 4' x 4' SF SF SF SF SF WP VTC IP CWA ECB ECB ECB TRM TRM Sheet Of 32 VILLAGE COOPERATIVE OF 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 EC1 EROSION CONTROL PLAN 21 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 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET SILT FENCE SF INLET PROTECTION IPX STRAW WATTLE PROTECTION SW ROCK SOCK RS VEHICLE TRACKING PAD VTC CONCRETE WASHOUT AREA CWA 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 3.37 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. REFER TO THE SEE SEPARATE FINAL STORM WATER MANAGEMENT PLAN BY NORTHERN ENGINEERING SERVICES, DATED FEBRUARY 22ND, 2017 FOR ADDITIONAL INFORMATION. GENERAL NOTES: LEGEND: OUTLET PROTECTION OP EROSION CONTROL BLANKET ECB TURF REINFORCEMENT MAT TRM PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 7-13: NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5005.69 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-03: SOUTHWEST CORNER OF EAST HORSETOOTH ROAD AND LEMAY AVENUE AT THE NORTH ENTRANCE TO WARREN PARK, ON A SIGNAL POLE BASE. ELEVATION: 4988.82 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.19. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE MOST EASTERLY LINE OF THE SOUTH LINE OF LOT 1, BELLAVISTA PDP AS BEARING NORTH 89°51'02" WEST AS SHOWN ON THE PLAT OF SAID BELLAVISTA PDP. PROJECT BENCHMARKS: ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EROSION CONTROL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter 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. 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 13+50 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 14+00 4996 5000 5004 5008 5012 5016 5020 4996 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 14+50 4996 5000 5004 5008 5012 5016 5020 4996 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 15+00 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 15+50 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 16+00 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 16+50 4998 5000 5004 5008 5012 5016 5020 4998 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 17+00 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 17+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 18+00 5002 5004 5008 5012 5016 5002 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 18+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 5002.8 5002.3 5006.6 5005.9 5005.1 5004.3 5003.5 5009.6 5009.2 5008.7 5008.1 5007.4 5010.1 5010.1 (-2.0%) (-2.3%) (-3.4%) (-0.5%) EXISTING GROUND (TYP.) PROPOSED GROUND (TYP.) EXISTING GROUND (TYP.) PROPOSED GROUND (TYP.) (-1.9%) (-2.3%) (-1.7%) (-1.8%) (-2.3%) (-2.2%) (-2.1%) (-2.2%) (-1.9%) (-2.6%) -8.2% -13.9% -16.6% -20.4% -9.3% -22.8% PROPOSED SIDEWALK (TYP.) PROPOSED SIDEWALK (TYP.) EX. ROW EX. ROW FL=5000.99 -3.29% EX. ROW EX. ROW FL=5001.54 -2.29% EX. ROW EX. ROW FL=5002.25 -2.69% EX. ROW EX. ROW FL=5003.10 -3.58% EX. ROW FL=5004.02 -1.83% EX. ROW EX. ROW FL=5004.94 -3.09% EX. ROW EX. ROW FL=5005.74 -3.01% EX. ROW EX. ROW FL=5006.49 -1.76% EX. ROW EX. ROW FL=5007.23 -3.39% EX. ROW EX. ROW FL=5007.78 -2.81% EX. ROW EX. ROW FL=5008.35 -4.55% EX. ROW EX. ROW FL=5008.81 -2.89% EX. ROW FL=5009.13 -2.03% EX. ROW EX. ROW FL=5009.88 3.05% SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 10+50 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -80 -60 -40 -20 0 20 40 60 80 FL=5001.22 FL=5001.72 1.95% SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 11+00 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -80 -60 -40 -20 0 20 40 60 80 FL=5000.55 FL=5001.02 1.68% SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 11+50 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -80 -60 -40 -20 0 20 40 60 80 FL=5000.50 1.94% 2.30% 5001.2 5001.22 5000.5 5000.55 5000.5 5000.50 Sheet Of 32 VILLAGE COOPERATIVE OF 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 XS1 CROSS-SECTIONS HORSETOOTH ROAD 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 20 STA.=12+88.35 OFFSET=0.3' BEGIN 7 STA.=10+32.12 OFFSET=10.8' BEGIN 4 STA.=10+32.10 OFFSET=17.3' STA.=10+31.26 BEGIN 4 OFFSET=28.3' BEGIN 12 STA.=10+31.23 OFFSET=39.3' BEGIN 1 STA.=10+31.22 OFFSET=45.3' BEGIN 4 STA.=10+83.22 OFFSET=17.4' PT 4 3 16' TURN LANE 9.0' 9' PARKWAY 8.5' SIDEWALK K 4 STA.=10+83.57 OFFSET=45.4' PT 4 STA.=10+83.50 OFFSET=39.4' PT 1 STA.=10+83.36 OFFSET=28.4' PT 12 S S U D TF 108.6' ROW (VARIES) STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC EXISTING STRIPING PROPOSED VERTICAL CURB & GUTTER 6' SIDEWALK 11' TRAVEL LANE 11' TRAVEL LANE 8' BIKE LANE 6' SIDEWALK 10' PARKWAY 12' TURN LANE 12' TRAVEL LANE 10.7' 11.0' 8.0' 10.0' 6.0' A A L 6 1 3 3 12 7 STA.=19+02.62 OFFSET=5.5' END 12 STA.=19+10.04 OFFSET=17.5' END 1 STA.=17+92.40 OFFSET=13.5' END 7 STA.=15+10.75 OFFSET=27.5' BEGIN 1 END 6 STA.=15+10.92 OFFSET=33.5' END 3 STA.=17+59.60 OFFSET=1.5' PC 7 STA.=14+48.62 OFFSET=7.2' END 3 STA.=14+52.37 OFFSET=7.1' PT 7 STA.=14+44.88 OFFSET=7.0' PC 7 TURN RIGHT MUST RIGHT LANE Sheet Of 32 VILLAGE COOPERATIVE OF 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 R3 SIGNAGE & STRIPING PLAN HORSETOOTH ROAD 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 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 PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 19 LINE MATCH STA 14+00 LINE MATCH STA 14+00 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 12' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 MEDIAN LINE YELLOW 18" WIDE 50' O.C. 45° ANGLES 10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 4" WHITE EXTENSION LINE 3' 9' 3' 9' 3' O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES ON SHEET CS1 OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. B. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). C. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS DRAWING 1401. D. ATTACHED WALKS AND PARKWAYS ARE MEASURED FROM FLOWLINE. STRIPING LEGEND: STRIPING NOTES: 8" WHITE EXTENSION LINE 3' 9' 3' 9' 3' (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30' 10' 30' 10' L ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP R3 R3 5005 5010 5015 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 5004.41 5004.86 5005.28 5005.67 5006.05 5006.42 5006.80 5007.16 5007.48 5007.73 5007.99 5008.30 5008.57 5008.78 5008.93 5009.09 5009.34 5009.75 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE 0.50% 1.03% 2.45% 1.01% 1.26% 1.50% 1.85% PVI STA = 16+76.27 PVI ELEV = 5008.00 PVI STA = 18+39.34 PVI ELEV = 5009.48 PVI STA = 18+59.96 PVI ELEV = 5009.99 45.1' VC PVI STA = 16+12.21 PVI ELEV = 5007.35 BVCS: 15+89.64 BVCE: 5007.02 EVCS: 16+34.78 EVCE: 5007.58 A.D. = 0.49 K = 92.28 83.2' VC PVI STA = 17+34.54 PVI ELEV = 5008.73 BVCS: 16+92.94 BVCE: 5008.21 EVCS: 17+76.14 EVCE: 5008.94 A.D. = 0.76 K = 110.00 75.0' VC PVI STA = 14+65.68 PVI ELEV = 5005.16 BVCS: 14+28.18 BVCE: 5004.46 EVCS: 15+03.18 EVCE: 5005.72 A.D. = 0.35 K = 213.17 31.6' VC PVI STA = 17+96.00 PVI ELEV = 5009.04 BCVS: 17+80.17 BVCE: 5008.96 ECVS: 18+11.82 EVCE: 5009.20 A.D. = 0.53 K = 60.00 Sheet Of 32 VILLAGE COOPERATIVE OF 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 R2 PLAN & PROFILE HORSETOOTH ROAD 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 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 18 LEFT FLOWLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 14+00 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP R1 R2 MATCH LINE SEE SHEET STA 14+00 MATCH LINE SEE SHEET R1 STA 14+00 R1 BCVS: 12+29.70 BVCE: 5001.26 ECVS: 13+04.70 EVCE: 5002.26 A.D. = 0.54 K = 139.31 80.0' VC PVI STA = 10+68.41 PVI ELEV = 5000.70 BCVS: 10+28.41 BVCE: 5001.70 ECVS: 11+08.41 EVCE: 5000.50 A.D. = 2.00 K = 40.00 EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING 3-44"x28'' ARCH STORM STA.=10+62.77 INV.±4996.7 -2.50% -0.50% 0.66% 1.06% 1.60% 1.85% PVI STA = 10+00.00 PVI ELEV = 5002.41 PVI STA = 11+32.11 PVI ELEV = 5000.38 PVI STA = 11+70.69 PVI ELEV = 5000.64 PVI STA = 13+36.51 PVI ELEV = 5002.77 5002.41 5001.78 5001.22 5000.81 5000.55 5000.42 5000.50 5000.68 5000.95 5001.21 5001.49 5001.82 5002.19 5002.58 5003.02 5003.48 STA.=11+32.14 INV.= 4997.93 18" RCP STORM PROPOSED INLET 1' Sheet Of 32 VILLAGE COOPERATIVE OF 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 R1 PLAN & PROFILE HORSETOOTH ROAD 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 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 17 LEFT FLOWLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R2 STA 14+00 MATCH LINE STA SEE SHEET R2 14+00 LINE MATCH STA 14+00 KEYMAP R1 R2 PROPOSED OUTFALL CURB & GUTTER T S D W G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO F.O. STCO C8 RD-C 15+02.39 RD-C 14+43.81 RD-C 11+01.76 RD-C 11+45.07 RD-C 11+76.66 RD-C 12+02.53 RD-C 11+87.03 RD-C 12+18.68 RD-C 12+35.84 RD-C 12+82.14 RD-C 13+44.60 RD-C 13+59.26 RD-C 13+95.24 RD-C 14+14.62 RD-C BEND-2 15+23.76 N: 113325.58 E: 196642.88 RD-C BEND-1 15+23.76 N: 113317.78 E: 196632.91 STMH B5 INV. IN=5004.71 (NW) INV. IN=5005.20 (SW) INV. OUT=5004.71 (S) FG=5010.00 RD-B 12+62.53 RD-B 12+52.09 RD-B 12+36.74 RD-B 12+05.00 RD-B 11+74.33 RD-B 11+58.10 RD-B 11+33.60 RD-B 11+00.32 RD-B 10+85.12 RD-B 10+49.79 RD-B 10+29.00 RD-B 10+10.02 RD-C BEND 11+01.76 N: 113276.90 E: 197018.30 STCO B6.3 RD-B4 10+42.9 RD-B BEND 10+29.00 N: 113362.91 E: 196942.15 RD-C BEND-2 13+59.26 N: 113289.90 E: 196773.81 RD-C BEND-1 13+59.26 N: 113288.69 E: 196774.87 RD-C BEND-1 12+82.14 N: 113279.19 E: 196851.40 RD-C BEND-2 12+82.14 N: 113280.25 E: 196852.92 35.19 LF 6" HDPE @ 5.00% Sheet Of 32 VILLAGE COOPERATIVE OF 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 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. FOR INVERTS AND LOCATION OF ROOF DRAIN WYE CONNECTIONS SEE SHEET RD1 AND DTL 4 SHEET D1 FOR ROOF DRAIN WYE DETAIL W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET KEYMAP 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 RD1 ROOF DRAIN PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 RD1 STORM DRAIN LINE C ROOF DRAIN WYE SCHEDULE JUNCTION STATION INV. 12" HDPE RD-INV. 6" HDPE LENGTH 6" HDPE (ft) SLOPE RD-C 15+23.76 15+23.76 5002.92 5003.42 66.36 5% RD-C 15+02.39 15+02.39 5002.88 5003.38 8.49 5% RD-C 14+43.81 14+43.81 5002.76 5003.26 2.68 5% RD-C 14+14.62 14+14.62 5002.70 5003.20 20.53 5% RD-C 13+95.24 13+95.24 5002.67 5003.17 31.51 5% RD-C 13+59.26 13+59.26 5002.59 5003.09 31.28 5% RD-C 13+44.60 13+44.60 5002.56 5003.06 25.49 5% RD-C 12+82.14 12+82.14 5002.44 5002.94 31.28 5% RD-C 12+35.84 12+35.84 5002.35 5002.85 31.28 5% RD-C 12+18.68 12+18.68 5002.31 5002.81 31.28 5% RD-C 12+02.53 12+02.53 5002.28 5002.78 23.88 5% RD-C 11+87.03 11+87.03 5002.25 5002.75 10.6 5% RD-C 11+76.66 11+76.66 5002.23 5002.73 14.53 5% RD-C 11+45.07 11+45.07 5002.16 5002.66 8.41 5% RD-C 11+01.76 11+01.76 5002.08 5002.58 32.39 5% STORM DRAIN LINE B6 ROOF DRAIN WYE SCHEDULE JUNCTION STATION INV. 12" HDPE RD-INV. 6" HDPE LENGTH 6" HDPE (ft) SLOPE RD-B 12+90.54 12+90.54 5010.75 5011.25 27.86 5% RD-B 12+62.53 12+62.53 5010.47 5010.97 18.19 5% RD-B 12+52.09 12+52.09 5010.36 5010.86 14.35 5% RD-B 12+36.74 12+36.74 5010.21 5010.71 27.8 5% RD-B 12+05.00 12+05.00 5009.89 5010.39 30.52 5% RD-B 11+74.33 11+74.33 5009.58 5010.08 35.84 5% RD-B 11+58.10 11+58.10 5009.42 5009.92 24.91 5% RD-B 11+33.60 11+33.60 5009.18 5009.68 25.16 5% RD-B 11+00.32 11+00.32 5008.84 5009.34 32.73 5% RD-B 10+85.12 10+85.12 5008.69 5009.19 38.65 5% RD-B 10+49.79 10+49.79 5008.34 5008.84 40.79 5% RD-B 10+29.00 10+29.00 5008.13 5008.63 32.57 5% RD-B 10+10.02 10+10.02 5007.94 5008.44 26.14 5% STORM DRAIN LINE B4 ROOF DRAIN SCHEDULE JUNCTION STATION INV. 6" HDPE RD-INV. 6" HDPE LENGTH 6" HDPE (ft) SLOPE RD-B4 10+42.9 10+42.90 5006.02 5006.52 4 5% 16 X W W W G G G G G G FO FO FO FO FO FO FDC W F TF STANFORD DRIVE STORM DRAIN B SEE SHEET ST3 JUNCTION B8 STA 10+00.06 N: 113433.29 E: 196724.81 48.60 LF 8" HDPE @ 0.39% DRAIN BASIN B8.1 STA 10+48.66 N: 113481.51 E: 196730.90 24.10 LF 8" HDPE @ 0.81% INLET B8.2 STA 10+72.76 N: 113498.68 E: 196713.99 STRACHAN SUBDIVISION FIRST FILING LOT 3 ROOF DRAIN B6 SEE SHEET U1 5000 5005 5010 5015 5020 5025 5030 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 11+50 INLET B8.2 STA 10+72.76 FL. EL 5011.9± INV. OUT 5009.19 (SE) 24.10 LF 8" HDPE @ 0.81% DRAIN BASIN B8.1 STA 10+48.66 FL. EL 5010.7± INV. IN 5009.00 (NW) INV. OUT 5009.00 (S) 48.60 LF 8" HDPE @ 0.39% JUNCTION B8 STA 10+00.06 INV. 5008.81 (W) INV. 5008.81 (N) INV. 5008.81 (E) PROPOSED GRADE EXISTING GROUND 100-YR HGL 4995 5000 5005 5010 5015 5020 5025 4995 5000 5005 5010 5015 5020 5025 11+00 10+00 9+50 TRENCH DRAIN B4.3 STA 10+44.66 INV. 5006.11 (N) 5.64 LF 6" HDPE @ 5.00% BEND B4.2 STA 10+39.01 INV. 5005.83 (S) INV. 5005.83 (NE) 19.61 LF 6" HDPE @ 5.00% BEND B4.1 STA 10+19.41 INV. 5004.85 (SW) INV. 5004.85 (E) 19.41 LF 6" HDPE @ 5.00% STMH B4 (DRAIN BASIN) STA 10+00.00 RIM 5008.7± INV. IN 5003.38 (N) INV. IN 5003.88 (W) INV. IN 5001.89 (S) INV. OUT 5001.88 (E) PROPOSED GRADE EXISTING GROUND 100-YR HGL FO FO FO FO FO FO G G G G G G G SS SS SS SS SS SS UD UD TF 5.64 LF 6" HDPE @ 5.00% TRENCH DRAIN B4.3 STA ??? N: 113314.22 E: 197008.64 BEND B4.2 STA 10+39.01 N: 113319.86 E: 197008.72 19.61 LF 6" HDPE @ 5.00% BEND B4.1 STA 10+19.41 N: 113331.94 E: 197024.17 19.41 LF 6" HDPE @ 5.00% STMH B4 (DRAIN BASIN) STA 10+91.64 N: 113331.94 E: 197043.58 STORM DRAIN B SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 STORM DRAIN C SEE SHEET ST3 Sheet Of 32 VILLAGE COOPERATIVE OF 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 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. FOR INVERTS AND LOCATION OF ROOF DRAIN WYE CONNECTIONS SEE SHEET RD1 AND DTL 4 SHEET D1 FOR ROOF DRAIN WYE DETAIL W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET KEYMAP 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 STORM LINE D PROFILE SCALE: ST4 PLAN AND PROFILE STORM DRAIN LINE B8, B4 & D 15 STORM LINE B8 PROFILE SCALE: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 STORM LINE B4 PROFILE SCALE: STM B8 STM A & C STM B STM B4 STM D 299.71 LF 15" HDPE @ 0.20% 18.67 LF 12" HDPE @ 0.20% 59.66 LF 12" HDPE @ 0.20% 33.87 LF 15" HDPE @ 0.20% 14.14 LF 12" HDPE @ 0.20% STORM TECH CHAMBERS SEE SHEET SG1 100-YR HGL FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D CABLE VAULT ELEC VAULT ELEC ELEC T S S D G G G G G G FO FO FO FO FO FO F.O. UD UD W F S TF STORM DRAIN B SEE SHEET ST2 HORSETOOTH ROAD STANFORD DRIVE STORM DRAIN A SEE SHEET ST1 STCO C8 STA 15+23.76 N: 113314.62 E: 196635.38 BEND C7 STA 14+64.10 N: 113267.64 E: 196672.16 BEND C6 STA 14+49.96 N: 113265.93 E: 196686.20 BEND C5 STA 14+31.39 N: 113277.37 E: 196700.82 BEND C4 STA 11+31.56 N: 113241.05 E: 196998.45 DRAIN BASIN C3 STA 10+97.69 N: 113251.33 E: 197030.72 STORMTECH CHAMBERS SEE SHEET SG1 STMH C1 (DRAIN BASIN) STA 10+22.34 N: 113251.33 E: 197048.36 JUNCTION C2 STA 10+22.72 N: 113251.33 E: 197043.58 4.78 LF 15" HDPE @ 0.20% 12.86 LF 15" HDPE @ 0.20% 2.12 LF 15" HDPE @ 0.20% STCO B3.7A INV. OUT=5002.73 (E) FG=5008.97 299.71 LF 15" HDPE @ 0.20% 33.87 LF 15" HDPE @ 0.20% PROPOSED 6" PVC SANITARY SEWER SVC EXISTING 8" SANITARY SEWER FOR INVERTS AND LOCATION OF ROOF DRAIN WYE CONNECTIONS SEE ROOF DRAIN PLAN SHEET RD1 18.67 LF 12" HDPE 14.14 LF @ 0.20% 12" HDPE @ 0.20% 59.66 LF 12" HDPE @ 0.20% Sheet Of 32 VILLAGE COOPERATIVE OF 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 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. FOR INVERTS AND LOCATION OF ROOF DRAIN WYE CONNECTIONS SEE SHEET RD1 AND DTL 4 SHEET D1 FOR ROOF DRAIN WYE DETAIL W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET KEYMAP 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 STORM LINE C PROFILE SCALE: ST3 PLAN AND PROFILE STORM DRAIN LINE C 14 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 STM B8 STM A & C STM B STM B4 STM D HGL IS SHOWN ABOVE GRADE IN THIS AREA. ALL DOWNSPOUT/OPENING RIMS ARE DESIGNED ABOVE HGL. SEE G1 FROM FINISHED GRADE AT BUILDING INV. IN 5003.88 (W) INV. IN 5001.89 (S) INV. OUT 5001.88 (E) 100-YR HGL JUNCTION B3 STA 10+86.46 INV. 5001.87 (S) INV. 5001.87 (W) INV. 5001.87 (E) OUTFALL INLET B2 (WQ WEIR) STA 10+63.33 RIM 5008.3± INV. IN 5004.93 (S) INV. OUT 5001.83 (SE) INFALL INLET B2 (WQ WEIR) STA 10+68.67 FL. EL 5008.0± INV. IN 5001.83 (W) INV. OUT 5004.93 (N) X X X X X SS SS SS STRACHAN SUBDIVISION FIRST FILING LOT 3 G G G G FO FO FO FO UD UD FDC W F S TF TF STRACHAN SUBDIVISION FIRST FILING LOT 3 INLET B9 STA 14+81.63 N: 113436.65 E: 196699.66 25.38 LF 12" HDPE @ 2.64% JUNCTION B8 12"X12" TEE w/ 12"X8" REDUCER STA 14+56.25 N: 113433.29 E: 196724.81 126.42 LF 12" HDPE @ 0.47% INLET B7 STA 13+29.84 N: 113418.08 E: 196850.31 115.42 LF 18" HDPE @ 0.50% STMH B6 STA 12+14.42 N: 113409.95 E: 196965.44 83.83 LF 18" HDPE @ 3.50% STMH B5 STA 11+30.59 N: 113370.68 E: 197039.50 38.95 LF 18" HDPE @ 3.41% STMH B4 (DRAIN BASIN) STA 10+91.64 N: 113331.94 E: 197043.58 51.58 LF 24" HDPE @ 1.18% FES B1 STA 10+09.99 N: 113302.40 E: 197108.88 STORMTECH CHAMBERS SEE SHEET SG1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN C SEE SHEET ST4 STORM DRAIN B8 SEE SHEET ST4 STANFORD DRIVE 17.79 LF 24" HDPE @ 0.20% STORM LINE B4 SEE SHEET ST4 ROOF DRAIN SEE SHEET U1 ROOF DRAIN SEE SHEET RD1 FOR INVERTS AND LOCATION OF ROOF DRAIN WYE CONNECTIONS SEE ROOF DRAIN PLAN SHEET RD1 INFALL INLET B2 (WQ WEIR) STA 10+68.67 N: 113329.33 E: 197066.40 OUTFALL INLET B2 (WQ WEIR) STA 10+63.33 N: 113334.66 E: 197066.40 JUNCTION B3 STA 10+86.46 N: 113331.36 E: 197048.72 5.18 LF 24" HDPE @ 0.20% INLET B2 w/ WATER QUAILTY WEIR SEE DTL 103 SHEET D1 Sheet Of 32 VILLAGE COOPERATIVE OF 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 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. FOR INVERTS AND LOCATION OF ROOF DRAIN WYE CONNECTIONS SEE SHEET RD1 AND DTL 4 SHEET D1 FOR ROOF DRAIN WYE DETAIL W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET KEYMAP 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 STORM LINE B PROFILE SCALE: ST2 PLAN AND PROFILE STORM DRAIN LINE B 13 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 STM B8 STM A & C STM B STM B4 STM D FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D CABLE VAULT ELEC VAULT ELEC ELEC T S S D W W W W W W W W W W W W W W W W W W W G G G G G FO FO FO FO F.O. UD UD S TF STORM DRAIN B SEE SHEET ST2 HORSETOOTH ROAD STANFORD DRIVE STORM DRAIN C SEE SHEET ST3 Existing Storm Junction STA 10+17.41 N: 113233.28 E: 196624.04 72.29 LF 24" RCP @ 0.20% INLET A4 STA 10+89.59 N: 113234.94 E: 196695.15 37.87 LF 15" RCP @ 0.25% STMH A3 STA 11+27.56 N: 113235.91 E: 196733.01 340.88 LF 12" HDPE @ 0.45% STMH A2 STA 14+68.44 N: 113234.58 E: 197073.88 49.28 LF 12" HDPE @ 0.54% OUTLET A1 STA 15+17.72 N: 113269.03 E: 197109.11 STORM LINE B4 SEE SHEET ST4 STORMTECH CHAMBERS SEE SHEET SG1 Sheet Of 32 VILLAGE COOPERATIVE OF 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 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. FOR INVERTS AND LOCATION OF ROOF DRAIN WYE CONNECTIONS SEE SHEET RD1 AND DTL 4 SHEET D1 FOR ROOF DRAIN WYE DETAIL W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET KEYMAP 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 STORM LINE A PROFILE SCALE: ST1 PLAN AND PROFILE STORM DRAIN LINE A 12 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 EXISTING 8" SANITARY SEWER STM B8 STM A & C STM B STM B4 STM D 8.65 FG 8.93 FG 0.3% 0.3% 0.3% 0.2% 0.2% 0.2% 0.2% SG SG SG SG SG SG SG INSPECTION PORT 6' EOC-EOC 4' TRUEGRID GRAVEL PAVER 6' EOC-EOC 20' EMERGENCY ACCESS EASEMENT 35' FL-FL 20' EMERGENCY ACCESS EASEMENT JUNCTION (BEGIN VAULT)-2 INV. IN=5002.04 (S) INV. OUT=5002.04 (N) FG=5007.55 N=113255.15 E=197043.58 JUNCTION C2 15"X15" TEE w/ 15"X12" REDUCER INV. IN=5002.04 (W) INV. OUT=5002.04 (E) INV. OUT=5002.04 (N) FG=5007.32 N=113251.33 E=197043.58 STMH C1 (DRAIN BASIN) INV. IN=5002.03 (W) INV. OUT=5002.03 (N) FG=5007.56 N=113251.33 E=197048.36 10 - SC-740 STORMTECH CHAMBERS @ 0.20% 10 - SC-740 STORMTECH CHAMBERS @ 0.20% JUNCTION (END VAULT)-2 INV. IN=5001.89 (S) INV. OUT=5001.89 (N) FG=5008.62 N=113327.92 E=197043.58 3.81 LF 12" HDPE @ 0.20% 3.81 LF 12" HDPE @ 0.20% 4.78 LF 15" HDPE @ 0.20% 3.46 LF 12" HDPE @ 0.20% 4.02 LF 12" HDPE @ 0.20% 5.18 LF 24" HDPE @ 0.20% STORM DRAIN B SEE SHEET ST2 JUNCTION B3 24"X24" TEE w/ 24"X12" REDUCER INV. IN=5001.87 (S) INV. IN=5001.87 (W) INV. OUT=5001.87 (E) FG=5008.61 41.32 LF 6" HDPE @ 0.20% FES U1 WITH CONCRETE COLLAR INV. IN=5001.22 (NW) FG=5001.33 BEND U2 INV. IN=5001.30 (W) INV. OUT=5001.30 (SE) FG=5007.20 22.54 LF 6" HDPE @ 0.25% EMERGENCY OVERFLOW WEIR INSPECTION PORT Sheet Of 32 VILLAGE COOPERATIVE OF 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 KEYMAP 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 SG1 SUBGRADE PLAN 11 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 5 FEET 5 5 10 15 SG1 LEGEND: PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES NOTES: 2.0% EXISTING SPOT ELEVATION PROPOSED UNDERDRAIN PROPOSED HDPE STORM PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 (33.43) SG 1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 2. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3. 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 SUBGRADE AREA: - SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC AND PVC GEOMEMBRANE - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF FOUNDATION STONE - PLACEMENT AND COMPACTION OF EMBEDMENT STONE - PLACEMENT OF CHAMBERS AND FILL 4. 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. 5. 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. 6. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE STORMTECH SYSTEM. 7. SEE DETAIL SHEETS AND PLANS BY ADS FOR ADDITIONAL DESIGN INFORMATION. 8. 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. 9. ALL STORM SEWER AND UNDERGROUND DETENTION FACILITIES ARE TO BE PRIVATELY OWNED AND MAINTAINED FG SG ISOLATOR ROW PROPOSED OUTLET STRUCTURE 4:1 4:1 5:1 6:1 5:1 7:1 4:1 12:1 9:1 14.1% 5:1 4:1 6.3% 8:1 2.7% 2.6% 2.5% 2.2% 2.2% 12.4% 35.4% 15.5% 5.0% 2.7% 6.3% 2.4% 3.5% 5.4% 15.0% 9.6% 16.6% 13.6% 2.5% 8.0% 4.7% 57.5' HALF RIGHT OF WAY 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS AND DRAINAGE EASEMENT DRAINAGE EASEMENT 15' UTILTY, ACCESS, AND DRAINAGE EASEMENT N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' DETENTION POND A PROPOSED CURB INLET 7.25 7.24 7.25 7.25 2.0% PROPOSED FES PROPOSED STORMTECH UNDERGROUND DETENTION AND WATER QUALITY SYSTEM (SEE SHEET SG1) STORM DRAIN B SEE SHEET ST2 STORM DRAIN D SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 STORM DRAIN B3 SEE SHEET ST3 PROPOSED TRUEGRID GRAVEL PAVER (SEE DTL SHEET D5) PROPOSED TRENCH DRAIN (SEE DTL SHEET D5) TRENCH DRAIN SEE SHEET ST4 12.38 11.95 11.04 9.38 10.21 10.51 11.51 5.92 6.12 6.28 13.53 FG 10.45 FG 11.91 FG 1.6% 1.8% 1.8% 3.1% 1.22 1.71 5.46 5.74 8.72 9.25 9.07 7.10 8.27 8.87 8.45 8.00 8.28 8.35 9.03 9.28 9.40 8.55 9.78 5.1% 6.9% 2.7% 3.2% 4.6% 2.1% 4.1% 1.9% 2.2% 2.3% FG 15.25 FG 13.19 FG 12.91 FG 12.68 FG 12.11 FG 11.91 FG 11.91 FG 11.91 FG 16.91 FG 11.91 FG 11.91 FG 6.72 6.80 7.28 7.28 7.28 6.89 7.69 4:1 4:1 0.64 0.92 1.35 2.13 2.15 6.71 6.71 5.52 5.52 6.80 7.80 6.80 7.80 EMERGENCY OVERFLOW WEIR 8.00 7.20 5.59 5.88 5.71 6.00 6.03 10.30 6.66 2.2% 2.5% 2.1% 8.34 8.34 8.03 8.03 VAULT F.O. 15.80 14.46 15.04 15.02 25.4% 24.7% 25.5% 25.0% 2.2% 5.1% 8.1% UD UD UD UD UD UD UD GARDEN BOXES 6.00 FG BOT 5.52 FG BOT 5.52 FG BOT 6.00 FG BOT 6.00 FG BOT 8.50 FG TOP 5.77 FG TOP 8.50 FG TOP 5.77 FG TOP 5 - 6.5" RISERS 8.91 8.61 8.50 FG TOP 8.50 FG TOP 6.00 FG BOT PROPOSED LANDSCAPE RETAINING WALL Sheet Of 32 VILLAGE COOPERATIVE OF 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 G2 GRADING PLAN 10 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 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET G1 LEGEND: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCE. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. NOTES: PROPOSED STORM INLET PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY PROPOSED SLOPES KEYMAP G1 G2 MATCHLINE-SEE SHEET G1 GARDEN BOXES RETAINING WALL DETAIL SCALE: 1" = 10' G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D CABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F.O. STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP S TF TF PROPOSED CURB INLET PROPOSED DRAIN BASIN PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED AREA INLET PROPOSED CURB INLET EXISTING JUNCTION STRUCTURE 14.1% 5:1 4:1 6.3% 8:1 2.7% 5.0% 2.7% 6.3% 2.4% 3.5% 5.4% 15.0% 9.6% 5:1 6:1 6:1 6:1 5:1 7:1 4.1% 6:1 7:1 8:1 3:1 28:1 3:1 28:1 5.5% 4.1% 3.1% 2.6% 1.5% 3.3% 3.6% 3.4% 2.5% 2.5% 2.5% 2.5% 4.4% 4.4% 5.3% 4.5% 4.6% 4.5% 6.7% 5.1% 26.0% 13.6% 8.8% 4.8% 10.2% 3.4% 3:1 4:1 4.2% 4.8% 5.1% 3.6% FIRST FLOOR FFE=16.91 FIRST FLOOR FFE=16.91 2' WIDE CURB CHASE 7.8% 6.5% 6.4% 4.8% 2.8% 4.6% 8.0% 4.7% 1' WIDE SIDEWALK CHASE 20' EX. SANITARY SEWER EASEMENT 9' EX. UTILITY AND ACCESS EASEMENT PROPOSED SIGHT DISTANCE EASEMENT 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 15' UTILITY, ACCESS, AND DRAINAGE EASEMENT N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE N:113423.03 E:196654.22 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 78' RIGHT OF WAY PROPOSED RIGHT OF WAY TO BE DEDICATED TO THE CITY 58.5' HALF RIGHT OF WAY 6:1 LANDSCAPE RETAINING WALL. MAX HEIGHT 2.5' SEE UPPER LEFT 16.25 7.25 7.24 7.25 7.25 EXISTING CURB INLET EXISTING CURB INLET 2.0% 5' UTILITY EASEMENT STORM DRAIN C SEE SHEET ST3 STORM DRAIN A SEE SHEET ST1 STORM DRAIN B SEE SHEET ST2 STORM DRAIN B8 SEE SHEET ST4 ROOF DRAIN SEE SHEET RD1 TRENCH DRAIN SEE SHEET ST4 10.98 11.64 13.36 14.26 14.43 14.26 14.13 14.22 14.00 13.58 13.16 12.89 12.37 14.46 15.09 15.60 13.55 12.99 12.38 11.95 11.04 9.38 10.21 12.89 10.51 11.51 12.34 12.62 13.52 13.57 13.98 14.00 14.15 13.97 14.70 15.00 13.97 14.57 11.89 10.67 11.00 11.06 11.07 11.13 11.53 13.40 14.60 14.68 15.20 16.37 16.81 15.00 5.92 6.12 6.28 15.30 15.45 15.25 15.02 15.40 15.14 15.24 15.45 14.89 11.91 FG 11.91 FG 16.25 FG 16.25 FG 16.91 FG 13.53 FG 10.45 FG 11.91 FG 11.91 FG 11.91 FG 12.76 FG 8.83 FG 3.4% 3.0% 2.7% 0.5% 1.4% 1.8% 1.6% 1.8% 1.9% 3.2% 1.0% 3.1% 3.26 3.97 9.48 5.46 9.25 9.07 7.10 8.27 8.87 9.78 16.25 FG 5.1% 3.2% 4.6% 13.46 12.20 11.88 2.1% 16.25 FG 16.25 FG 16.91 FG 16.91 FG 16.91 FG 16.91 FG 16.91 FG 16.25 FG 16.25 FG 16.25 FG 16.25 FG 15.60 FG 16.25 FG 15.25 FG 13.19 FG 12.91 FG 12.68 FG 12.11 FG 11.91 FG 11.91 FG 11.91 FG 16.91 FG 11.91 FG 11.91 FG 12.21 FG 11.91 FG 11.91 FG 11.91 FG 11.91 FG 12.21 FG 12.19 FG 12.73 FG 13.03 FG 12.40 FG 8.59 FG 8.59 FG 12.42 FG 13.06 FG 12.21 FG 11.91 FG 11.91 FG 11.91 FG 11.91 FG 11.91 FG 11.91 FG 8.50 FG 8.25 FG 8.25 FG 10.25 FG 11.91 FG 11.91 FG 11.91 FG 13.84 FG 14.84 FG 16.91 FG 16.91 FG 16.25 FG 16.25 FG 15.58 15.66 15.81 16.66 16.66 16.04 16.04 6.72 6.80 7.28 7.28 7.28 6.89 14.52 15.98 9.48 4:1 4:1 7.20 5.59 5.71 6.03 4.61 2.18 1.74 1.89 0.99 0.54 1.66 1.65 2' CURB CHASE 1.7% 2.4% 1.47 2.23 2.92 9.10 11.48 12.15 15.02 25.4% 24.7% 2.0% 4.0% 1.1% 4.8% 5.8% 3.1% 1.6% 3 - 6" RISERS UTILITY EASEMENT 1.9% 1.9% 1.8% 1.7% 1.8% 2.0% 2.3% 2.4% WATERPROOF FOUNDATION IN AREAS OF LESS THAN 6" FROM FINISHED GRADE TO TOP OF FOUNDATION WATERPROOF FOUNDATION IN AREAS OF LESS THAN 6" FROM FINISHED GRADE TO TOP OF FOUNDATION Sheet Of 32 VILLAGE COOPERATIVE OF 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 G1 GRADING PLAN 9 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 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET G2 LEGEND: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCE. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. NOTES: PROPOSED STORM INLET PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY PROPOSED SLOPES KEYMAP G1 G2 SCALE: 1" = 10' MATCHLINE-SEE SHEET G2 STRUCTURE N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' 20' EMERGENCY ACCESS AND DRAINAGE EASEMENT DRAINAGE EASEMENT PROPOSED CURB INLET PROPOSED TRANSFORMER STMH B6 INV. IN=5007.64 (W) INV. IN=5007.84 (SW) INV. OUT=5007.64 (SE) FG=5011.94 STORM DRAIN B SEE SHEET ST2 STORM DRAIN D SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 STORM DRAIN C SEE SHEET ST3 PROPOSED TRUEGRID GRAVEL PAVER (SEE DTL SHEET D5) PROPOSED TRENCH DRAIN (SEE DTL SHEET D5) PROPOSED FES 15' UTILITY, ACCESS AND DRAINAGE EASEMENT 57.5' HALF RIGHT OF WAY 20' EMERGENCY ACCESS EASEMENT BEND B6.1 INV. IN=5007.92 (W) INV. IN=5008.12 (W) INV. OUT=5008.12 (NE) FG=5012.68 N=113390.9397 E=196944.8744 FOR INVERTS AND LOCATIONS OF ROOF DRAIN CONNECTIONS SEE ROOF DRAIN PLAN SHEET RD1 28.00 LF 8" HDPE @ 1.00% STORM DRAIN B4 SEE SHEET ST4 KEYMAP Sheet Of 32 VILLAGE COOPERATIVE OF 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 U2 UTILITY PLAN 8 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 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET U1 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS SPECIFICALLY APPROVED BY THE CITY. EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE PROPOSED RESIDENTIAL WATER SERVICE EXISTING GAS METER W U1 U2 VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S 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 G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W F.O. STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP PROJECT BOUNDARY (TYP.) PROPOSED FIRE HYDRANT PROPOSED FIRE SERVICE PROPOSED 3" DOMESTIC WATER METER 70.03± 3" WATER SERVICE N57°31'15"W 69.21± 6" PVC FIRELINE S57°31'15"E 50.44 LF 6" PVC N53°09'11"W SIGHT DISTANCE EASEMENT CONNECT TO EXISTING WATER MAIN 12"x6" WET CONNECTION w/TB AND GV CONNECT TO EXISTING WATER MAIN 12"x6" WET CONNECTION w/ TB AND GV CONNECT TO EXISTING WATER MAIN 4" WET TAP w/ TB, 4" GV & 4"x3" REDUCER CONNECT TO EXISTING SANITARY SEWER CONTRACTOR TO FIELD VERIFY 60.36± @ 2.0 % APPROX. 6" PVC N13°46'50"E SANITARY SERVICE SANITARY SEWER SERVICE PROPOSED CURB INLET PROPOSED DRAIN BASIN PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED CURB INLET EXISTING JUNCTION STRUCTURE & INLET TO BE LEFT IN PLACE. N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 78' RIGHT OF WAY PROPOSED RIGHT OF WAY TO BE DEDICATED TO THE CITY EX. 12" WATERMAIN EX. 8" SANITARY SEWER PROPOSED TRANSFORMER STMH B6 INV. IN=5007.64 (W) INV. IN=5007.84 (SW) INV. OUT=5007.64 (SE) FG=5011.94 STORM DRAIN C SEE SHEET ST3 STORM DRAIN A SEE SHEET ST1 STORM DRAIN B SEE SHEET ST2 STORM DRAIN B8 SEE SHEET ST4 STORM DRAIN C SEE SHEET ST3 78' ROW 60' FL-FL 20' EX. SANITARY SEWER EASEMENT 15' UTILITY, ACCESS, AND DRAINAGE EASEMENT 9' EX. UTILITY AND ACCESS EASEMENT 58.5' HALF RIGHT OF WAY 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT PROPOSED 5' UTILITY EASEMENT BEND B6.1 INV. IN=5007.92 (W) INV. IN=5008.12 (W) INV. OUT=5008.12 (NE) FG=5012.68 N=113390.9397 E=196944.8744 BEND B6.2 INV. IN=5009.06 (W) INV. OUT=5009.06 (E) FG=5015.48 N=113396.6856 E=196851.2568 SANITARY SEWER SVC TEE INV. IN=4998.05 (N) INV. IN=4997.55 (W) INV. OUT=4997.55 (E) FG=5002.40 PROPOSED TRANSFORMER FOR INVERTS AND LOCATIONS OF ROOF DRAIN WYE CONNECTIONS SEE ROOF DRAIN PLAN SHEET RD1 STCO B6.3 INV. IN=5010.75 (SW) INV. OUT=5010.75 (E) FG=5016.26 168.74 LF 8" HDPE @ 1.00% 93.79 LF 8" HDPE @ 1.00% 28.00 LF 8" HDPE @ 1.00% STORM DRAIN B4 SEE SHEET ST4 PROPOSED STREET CUT UTILITY EASEMENT Sheet Of 32 VILLAGE COOPERATIVE OF 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 U1 UTILITY PLAN 7 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 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET U2 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS SPECIFICALLY APPROVED BY THE CITY. EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE PROPOSED RESIDENTIAL WATER SERVICE EXISTING GAS METER W KEYMAP U1 U2 L23 L25 L28 L29 L31 L35 LENGTH 45.21' 79.51' 1.45' 15.00' 72.38' 13.50' 13.50' 45.51' 108.35' 16.95' 45.64' 41.27' 6.21' 17.91' 46.32' 11.34' 30.00' 65.97' 149.14' 20.37' BEARING S69°51'56.64"E N69°40'37.10"W S69°00'32.13"E N20°59'27.87"E S69°00'32.13"E S20°59'27.87"W N20°59'27.87"E S69°00'32.13"E S62°03'59.24"E S21°08'11.87"W S83°02'29.42"E N69°00'32.13"W S69°00'32.13"E S21°08'11.87"W S69°51'56.64"E S07°58'05.04"W S29°01'47.82"W S61°01'32.26"E S83°02'29.42"E N60°00'00.00"E LINE TABLE LINE L36 L38 L40 L42 L43 L44 L45 L46 L47 L49 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 LENGTH 1.08' 49.16' 20.05' 15.21' 7.38' 26.45' 75.35' 76.55' 13.90' 29.12' 6.50' 12.08' 16.89' 12.00' 35.75' 24.00' 31.29' 70.00' 24.00' 34.71' BEARING N60°00'00.00"E S62°03'59.24"E S00°12'50.10"W N89°47'09.90"W S83°02'31.22"E S89°47'09.90"E S00°12'50.10"W S00°12'50.10"W N51°58'13.33"E S61°01'32.26"E N28°58'27.74"E N72°54'00.35"E S00°12'50.10"W N89°47'09.90"W S00°12'50.10"W N90°00'00.00"W N00°00'00.00"E S00°00'00.00"E N90°00'00.00"E N00°00'00.00"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C14 C15 C16 C17 DELTA 50°09'52" 49°18'27" 90°00'00" 180°00'00" 6°56'33" 41°43'18" 165°58'03" 89°51'16" 44°44'38" 112°06'18" 160°57'24" 90°08'44" 77°50'02" 111°00'23" 22°00'57" 27°09'03" RADIUS 49.00' 4.00' 3.00' 4.50' 218.00' 50.00' 4.00' 2.00' 24.00' 5.00' 2.50' 2.00' 25.00' 8.00' 50.00' 30.00' LENGTH 42.90' 3.44' 4.71' 14.14' 26.41' 36.41' 11.59' 3.14' 18.74' 9.78' 7.02' 3.15' 33.96' 15.50' 19.21' 14.22' BEARING S44°47'01"E S44°21'19"E N65°59'28"E S69°00'32"E S65°32'16"E S41°12'20"E N13°58'29"E S66°03'50"W N23°29'09"W N54°56'19"E N10°48'05"E S23°56'10"E S30°56'56"E S63°28'16"W S72°02'01"E N83°22'59"E CHORD 41.54' 3.34' 4.24' 9.00' 26.40' 35.61' 7.94' 2.82' 18.27' 8.30' 4.93' 2.83' 31.41' 13.19' 19.09' 14.08' CURVE TABLE CURVE C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 DELTA 9°48'27" 57°56'01" 62°16'49" 90°00'00" 67°00'14" 90°00'00" 108°10'07" 0°48'49" 11°18'20" 86°45'18" 17°18'50" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 101°50'07" RADIUS 30.00' 15.00' 30.00' 10.00' 20.00' 10.00' 5.00' 316.06' 20.00' 3.00' 65.00' 3.00' 6.00' 3.00' 3.00' 2.00' LENGTH 5.14' 15.17' 32.61' 15.71' 23.39' 15.71' 9.44' 4.49' 3.95' 4.54' 19.64' 4.71' 9.42' 4.71' 4.71' 3.55' BEARING N64°54'14"E N88°58'00"E S30°55'35"E S45°12'50"W N85°28'21"E N73°58'28"E S56°14'19"W S01°44'51"W S04°18'43"E S63°43'20"E S08°26'35"E S45°12'50"W S06°58'13"W N16°01'32"W N73°58'28"E N82°34'16"E CHORD 5.13' 14.53' 31.03' 14.14' 22.08' 14.14' 8.10' 4.49' 3.94' 4.12' 19.57' 4.24' 8.49' 4.24' 4.24' 3.10' LINE TABLE LINE L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 LENGTH 13.90' 5.00' 12.00' 24.00' 12.00' 2.00' 2.31' 16.97' 3.32' 5.00' 17.16' 1.69' BEARING S51°58'13.33"W S38°01'46.67"E N28°58'27.74"E N61°01'32.26"W S28°58'27.74"W N61°01'32.26"W S19°59'52.51"W S31°39'12.21"W S12°35'03.78"W N49°10'35.82"E N31°39'12.21"E N19°59'52.51"E LANDSCAPE RETAINING WALL 2.5' MAX HEIGHT 5 - 6.5" RISERS GARDEN BOXES (GRAVEL) "EMERGENCY ACCESS ONLY" PROPOSED DELINEATORS (4) "EMERGENCY ACCESS ONLY" CURVE TABLE CURVE C34 C35 DELTA 19°04'08" 16°31'41" RADIUS 10.00' 398.00' LENGTH 3.33' 114.81' BEARING S22°07'08"W N12°56'39"E CHORD 3.31' 114.41' 10' PARKWAY 10' PARKWAY 6' SIDEWALK 6' CONCRETE STRIP 6' CONCRETE STRIP 4' TRUEGRID 3 4 3 3 4 4 3 2 2 1 1 5 EMERGENCY OVERFLOW WEIR VAULT F.O. 5' SIDEWALK STANFORD ROAD 78' RIGHT OF WAY HC2 & SIGNAGE PLAN HORIZONTAL CONTROL 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 6 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET HC1 Sheet Of 32 VILLAGE COOPERATIVE OF 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 LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD. 4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. NOTES: STANDARD ACCESS RAMP S CURB AND GUTTER DIRECTIONAL ACCESS RAMP D X' PAN PX CORNER APPROACH ACCESS RAMP C VERTICAL CURB AND GUTTER MONOLITHIC OUTFALL CURB, PARKING & GUTTER 18" INFALL CURB AND GUTTER 18" OUTFALL VERTICAL CURB AND GUTTER 1 2 3 4 KEYMAP HC1 HC2 HC2 DRIVE-OVER CURB AND GUTTER 5 PRIVATE HEAVY-DUTY ASPHALT PAVING PUBLIC ASPHALT PAVEMENT PRIVATE LIGHT-DUTY ASPHALT PAVING MATCHLINE-SEE SHEET HC1 EASEMENT 58.5' HALF RIGHT OF WAY 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 15' UTILTY, ACCESS, AND DRAINAGE EASEMENT HC PARKING HC PARKING "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" 9' (TYP.) 18' (TYP.) 9' (TYP.) 18' (TYP.) 8' 8' "NO PARKING FIRE LANE" 6.5' SIDEWALK 6.5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 8.5' SIDEWALK 5' SIDEWALK 16' "NO PARKING FIRE LANE" 5' SIDEWALK 6.5' SIDEWALK BIKE RACK "EMERGENCY ACCESS ONLY" 24' DRIVE LANE LANDSCAPE RETAINING WALL 2.5' MAX HEIGHT LINE TABLE LINE L1 L2 L4 L6 L7 L8 L10 L11 L13 L16 L17 L19 L21 L22 L23 L25 L28 L29 L31 L35 LENGTH 45.21' 79.51' 1.45' 15.00' 72.38' 13.50' 13.50' 45.51' 108.35' 16.95' 45.64' 41.27' 6.21' 17.91' 46.32' 11.34' 30.00' 65.97' 149.14' 20.37' BEARING S69°51'56.64"E N69°40'37.10"W S69°00'32.13"E N20°59'27.87"E S69°00'32.13"E S20°59'27.87"W N20°59'27.87"E S69°00'32.13"E S62°03'59.24"E S21°08'11.87"W S83°02'29.42"E N69°00'32.13"W S69°00'32.13"E S21°08'11.87"W S69°51'56.64"E S07°58'05.04"W S29°01'47.82"W S61°01'32.26"E S83°02'29.42"E N60°00'00.00"E LINE TABLE LINE L36 L38 L40 L42 L43 L44 L45 L46 L47 L49 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 LENGTH 1.08' 49.16' 20.05' 15.21' 7.38' 26.45' 75.35' 76.55' 13.90' 29.12' 6.50' 12.08' 16.89' 12.00' 35.75' 24.00' 31.29' 70.00' 24.00' 34.71' BEARING N60°00'00.00"E S62°03'59.24"E S00°12'50.10"W N89°47'09.90"W S83°02'31.22"E S89°47'09.90"E S00°12'50.10"W S00°12'50.10"W N51°58'13.33"E S61°01'32.26"E N28°58'27.74"E N72°54'00.35"E S00°12'50.10"W N89°47'09.90"W S00°12'50.10"W N90°00'00.00"W N00°00'00.00"E S00°00'00.00"E N90°00'00.00"E N00°00'00.00"E LINE 5' SIDEWALK 2' WIDE CURB CHASE "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" 6' SIDEWALK 6' SIDEWALK SEE SHEET R1-R2 FOR ADDITIONAL INFORMATION ON HORSETOOTH ROAD FLOWLINE PROPOSED RIGHT OF WAY TO BE DEDICATED TO THE CITY "EMERGENCY ACCESS ONLY" RELOCATED FC BIKEWAYS SIGN PROPOSED DELINEATORS (4) 3 - 6" RISERS 8' PARKWAY 8' PARKWAY PARKWAY VARIES (6.5'-8' WIDTH 9' PARKWAY 10' PARKWAY 6' CONCRETE STRIP 6' CONCRETE STRIP 4' TRUEGRID 4 4 3 3 4 4 4 3 4 3 3 3 S 4 4 2 2 D D D S 4 T 3 3 T 4 1 1 1 T 5 UTILITY EASEMENT COLORED CONCRETE TO MATCH EXISTING HORSETOOTH MEDIAN PROPOSED STREET CUT HC1 & SIGNAGE PLAN HORIZONTAL CONTROL 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 5 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET HC2 Sheet Of 32 VILLAGE COOPERATIVE OF 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 LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD. 4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. 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. NOTES: STANDARD ACCESS RAMP S CURB AND GUTTER DIRECTIONAL ACCESS RAMP D X' PAN PX CORNER APPROACH ACCESS RAMP C VERTICAL CURB AND GUTTER MONOLITHIC OUTFALL CURB, PARKING & GUTTER 18" INFALL CURB AND GUTTER 18" OUTFALL VERTICAL CURB AND GUTTER 1 2 3 4 PUBLIC CONCRETE PAVING PRIVATE HEAVY-DUTY ASPHALT PAVING PUBLIC ASPHALT PAVEMENT PRIVATE LIGHT-DUTY ASPHALT PAVING KEYMAP HC1 HC2 HC2 DRIVE-OVER CURB AND GUTTER 5 MATCHLINE-SEE SHEET HC2 5' EX. DRAINAGE EASEMENT TO BE VACATED 20' EX. EMERGENCY ACCESS EASEMENT TO BE VACATED EX. DRAINAGE EASEMENT TO BE VACATED EX. WATER AND UTILITY EASEMENT TO BE VACATED 57.5' HALF RIGHT OF WAY HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' REMOVE PAVEMENT STRIPING REMOVE PAVEMENT STRIPING SAWCUT AND REMOVE 20 LF CURB AND GUTTER SAWCUT AND REMOVE 34 LF EXISTING SIDEWALK SAWCUT EDGE OF ASPHALT 1' WIDE AND REMOVE EXISTING ASPHALT RELOCATE EXISTING SPEED LIMIT SIGN EX. SAN MH RIM=5008.74 INV IN=4995.34 (W) INV OUT=4995.14 (E) EX2 AND DEMOLITION PLAN EXISTING CONDITIONS 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 4 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET EX1 Sheet Of 32 VILLAGE COOPERATIVE OF 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 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 6. 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. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8. 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. Northern Engineering Services, Inc. NE Project No. 1284-001 Date: July 7, 2016 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) Earth Engineering Consultants, LLC. "GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED VILLAGE COOPERATIVE OF FORT COLLINS HORSETOOTH AND STANFORD ROADS" EEC Project No. 1162088 Date: October 21, 2016 KEYMAP EX1 EX2 VAULT F.O. VAULT ELEC VAULT TELE S 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 G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W F.O. STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 78' RIGHT OF WAY STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP PRIVATE DRIVE N:113423.03 E:196654.22 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP 5' EX. ACCESS EASEMENT TO BE VACATED 20' EX. SANITARY SEWER EASEMENT EX. DRAINAGE AND STORM SEWER EASEMENT TO BE VACATED 9' EX. UTILITY AND ACCESS EASEMENT TO BE VACATED 9' EX. UTILITY AND ACCESS EASEMENT 20' EX. CITY OF FORT COLLINS UTILITY EASEMENT TO BE VACATED 5' EX. DRAINAGE EASEMENT TO BE VACATED 30' EX. EMERGENCY ACCESS EASEMENT TO BE VACATED 30' EX. EMERGENCY ACCESS EASEMENT TO BE VACATED EX. DRAINAGE EASEMENT TO BE VACATED EX. WATER AND UTILITY EASEMENT TO BE VACATED EX. WATER AND UTILITY EASEMENT TO BE VACATED EX. SIGHT DISTANCE EASEMENT TO BE VACATED 58.5' HALF RIGHT OF WAY SAWCUT AND REMOVE 32 LF CURB AND GUTTER SAWCUT AND REMOVE ±54 LF CURB AND GUTTER REMOVE PAVEMENT STRIPING REMOVE PAVEMENT STRIPING SAWCUT EDGE OF ASPHALT 1' WIDE AND REMOVE EXISTING ASPHALT RELOCATE EXISTING FC BIKEWAYS SIGN EXISTING STORM JUNCTION STRUCTURE TO REMAIN IN PLACE. EXISTING INLET TO REMAIN IN PLACE RELOCATE EXISTING TELECOM BOX RELOCATE EXISTING ELECTRIC VAULTS SAW CUT AND PATCH ASPHALT ±151 SQ. YD. EX. 8" SANITARY SEWER EX. 12" WATERMAIN REMOVE PAVEMENT STRIPING SAWCUT AND REMOVE ±399 LF CURB AND GUTTER EX. SAN MH RIM=5003.82 INV IN=4996.69 (W) INV OUT=4996.61 (E) EXISTING INLET TO REMAIN IN PLACE RELOCATE CABLE BOX AND LINE IF NECESSARY EXISTING TRAFFIC SIGNAL AND CABINET TO REMAIN IN PLACE REMOVE EXISTING HANDICAP RAMP EX1 AND DEMOLITION PLAN EXISTING CONDITIONS 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 3 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET EX2 Sheet Of 32 VILLAGE COOPERATIVE OF 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 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 6. 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. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8. 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. Northern Engineering Services, Inc. NE Project No. 1284-001 Date: July 7, 2016 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) Earth Engineering Consultants, LLC. "GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED VILLAGE COOPERATIVE OF FORT COLLINS HORSETOOTH AND STANFORD ROADS" EEC Project No. 1162088 Date: October 21, 2016 KEYMAP EX1 EX2 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 Village Cooperative of Fort Collins dated February 22, 2017 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall 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 Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by 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 7-13: NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5005.69 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-03: SOUTHWEST CORNER OF EAST HORSETOOTH ROAD AND LEMAY AVENUE AT THE NORTH ENTRANCE TO WARREN PARK, ON A SIGNAL POLE BASE. ELEVATION: 4988.82 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.19. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE MOST EASTERLY LINE OF THE SOUTH LINE OF LOT 1, BELLAVISTA PDP AS BEARING NORTH 89°51'02" WEST AS SHOWN ON THE PLAT OF SAID BELLAVISTA PDP. 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: 1. Sight distance variance from entrance drive 2. Cover over Storm Drain A within Right Turn Lane 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 Village Cooperative of Fort Collins dated February 22, 2017 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All 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. COVER SHEET 1 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 FEBRUARY 2017 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Nick Haws, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN ENGINEER ING N O R T H E RN I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP NORTH SITE ENGINEER SURVEYOR Northern Engineering Services, Inc NE Project No. 1284-001 Date: July 7, 2016 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, LLC EEC Project No. 1162088 Date: October 21, 2016 SUBSURFACE EXPLORATION BY: SHEET INDEX UTILITY PLANS FOR VILLAGE COOPERATIVE OF FORT COLLINS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 LANDSCAPE ARCHITECT STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 GEOTECHNICAL ENGINEER Earth Engineering Consultants, LLC David A. Richer, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 DEVELOPER/APPLICANT A REPLAT OF LOT 1, BELLAVISTA PDP, LOCATED IN THE SOUTH HALF OF SECTION 25, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO The Birdsall Group Cathy Mathis 444 Mountain Avenue Berthoud, Colorado 80513 (970) 532-5891 Village Cooperative of Fort Collins Shane Wright 1400 Corporate Center Curve, Suite 100 Eagan, Minnesota 55121 (651) 760-8306 PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 7-13: NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5005.69 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-03: SOUTHWEST CORNER OF EAST HORSETOOTH ROAD AND LEMAY AVENUE AT THE NORTH ENTRANCE TO WARREN PARK, ON A SIGNAL POLE BASE. ELEVATION: 4988.82 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.19. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE MOST EASTERLY LINE OF THE SOUTH LINE OF LOT 1, BELLAVISTA PDP AS BEARING NORTH 89°51'02" WEST AS SHOWN ON THE PLAT OF SAID BELLAVISTA PDP. PROJECT BENCHMARKS: 1 CS1 COVER SHEET 2 CS2 GENERAL AND CONSTRUCTION NOTES 3-4 EX1-EX2 EXISTING CONDITIONS AND DEMOLITION PLAN 5 HC1 HORIZONTAL CONTROL & SIGNAGE PLAN 7-8 U1-U2 UTILITY PLAN 9-10 G1-G2 GRADING PLAN 11 SG1 SUBGRADE PLAN 12 ST1 STORM LINE A PLAN AND PROFILE 13 ST2 STORM LINE B PLAN AND PROFILE 14 ST3 STORM LINE C PLAN AND PROFILE 15 ST4 STORM LINE B8, B4 & D PLAN AND PROFILE 16 RD1 ROOF DRAIN PLAN 17-18 R1-R2 HORSETOOTH ROAD PLAN AND PROFILE 19 R3 HORSETOOTH ROAD SIGNAGE & STRIPING 20 XS1 HORSETOOTH CROSS SECTIONS 21 EC1 EROSION CONTROL PLAN 22 EC2 EROSION CONTROL DETAILS 23-27 D1-D5 DRAINAGE DETAILS 28-29 D6-D7 SITE DETAILS 30-31 D8-D9 UTILITY DETAILS 32 DR1 DRAINAGE PLAN