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HomeMy WebLinkAboutCAPSTONE COTTAGES - FDP - FDP150046 - PLANS - UTILITY PLANS (4)No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 5" (TYP) 3" (TYP) 3" (TYP) CURB (MEDIAN)(SPECIAL) 12' 20' (SEE DETAIL) CURB (MEDIAN)(SPECIAL) (SEE DETAIL) CURB (MEDIAN)(SPECIAL) 6 INCH ABC (CLASS 6) CONCRETE PAVEMENT (8.5 INCH) ON CONCRETE COLOR DETAILS) (SEE PAVEMENT DEFINITION SHEET FOR 6 INCH ABC (CLASS 6) CONCRETE PAVEMENT (8 INCH)(COLORED) ON TRUCK APRON 20' 12' (SEE DETAIL) CURB (MEDIAN)(SPECIAL) (SEE DETAIL) CURB (MEDIAN)(SPECIAL) 6 INCH ABC (CLASS 6) S D TELE D S WM WV D D D No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner D D D T S D D VAULT ELEC D C.O. S C No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 0 0 10 + 00 36 + 0 0 37 + 00 38 + 42 + 00 P O E 4 3 + 9 8 . 6 7 P T 42 + 49 . 73 P I 41 + 05.61 43 + 00 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: S D TELE D S WM WV D D D No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 3 1 + 00 32 + 00 3 3 + 00 34 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 0 0 10 + 00 36 + 0 0 37 + 00 38 + No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 42 + 00 P O E 4 3 + 9 8 . 6 7 P T 42 + 49 . 73 P No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 3 1 + 00 32 + 00 3 3 + 00 34 + 00 35 + 00 PI 35+37.18 PC 34+64.08 HOUSE CLUB D No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 0 0 10 + 00 36 + 0 0 37 + 00 38 + No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 42 + 00 P O E 4 3 + 9 8 . 6 7 P T 42 + 49 . 73 P No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner M M HOUSE CLUB D U FF D R I V E W E B S T E R AV E N S D TELE D S D D 3 1 + 00 32 + 00 3 3 + 00 34 + 00 35 + 00 PI 35+37.18 PC 34+64.08 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 10 + 00 36 + 00 37 + 00 3 8 + 00 39 + 00 40 + 00 P I 41 + 05 . 61 P C 39 + 59 . 73 P O B 9 + 89 . 57 P T 38 + 77 . 65 P C 10 + 49 . 50 P I 38 + 47 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 4 2 + 0 0 P O E 4 3 + 9 8 . 6 7 P T 42 + 4 9 1 1 + 00 12 + 00 13 + 00 P I 12 + 25 . 42 P T 1 3 + 98 . 65 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 10 + 00 39 + 00 40 + 00 4 2 + 0 0 P T 4 2 + 4 9 . No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 12 + 00 13 + 00 39 + 00 P C 10 + 49 . 50 P I 1 2 + 25 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 10 + 0 0 38 + 00 39 + 00 42 + 00 P T 42 + 49 . 73 P I No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner S S D TELE D 3 3 + 00 34 + 00 35 + 00 36 + 00 37 + 00 PT 36+10.05 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 38 + 00 P C 10 + 49.50 P I 12 + 25.42 P I 3 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner S S D D 37 + 00 PT 36+10.05 PI 35+37.18 PC 34+64.08 C C S C S AC AC AC TELE AC AC AC HOUSE No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 10 + 00 3 9 + 00 4 0 + 00 P C 39 + 59.73 P O B 9 + 89.5 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 42 + 00 43 + 00 D I RR C ON T R O L I RR HOUSE CLUB D U F No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 00 39 + 00 40 + 00 P C 10 + 49.50 P I No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner S S D TELE D 3 3 + 00 34 + 0 0 PC 34+64.08 C.O. S C S TELE HOUSE CLUB D No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 35 + 00 36 + 00 37 + 00 38 + 00 P T 38 + 77.65 P I 3 8 + No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner S S D TELE D 3 3 + 00 34 + 0 0 PC 34+64.08 C.O. S C S TELE HOUSE CLUB D No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 36 + 00 37 + 00 38 + 00 P T 38 + 77.65 P I 3 8 + 4 7 . No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 10 + 00 39 + 0 0 P C 3 9 + 59 . 73 P O B 9 + 89 . No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 1 0 + 00 39 + 0 0 P C 39 + 59.73 P O B 9 + 89.5 7 P T No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U TELE No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C AC AC AC TELE AC AC AC HOUSE CLUB D U F F D R I V E W E B No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 12 + 00 PI 12+25.42 P I 41 + 0 5 .6 1 42 + 00 P T 42 + 4 9 . 11 + 00 12 + 00 1 0 + 00 37 + 00 38 + 00 39 + 0 0 4 0 + 00 P I 41 + 05 . 61 P C 3 9 + 5 9 . 73 P O B 9 + 89.57 P T 3 8 + 77. 65 P C 1 0 + 49.5 0 D D No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 31 + 00 32 + 00 33 + 00 3 4 + 0 0 35 + 00 10 + 00 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 00 P I 12 + 25 . 42 P T 13 + 98 . No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 3 1 + 00 32 + 00 3 3 + 00 34 + 00 35 + 00 C.O. 11 ' 11 ' No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 0 0 10 + 00 36 + 0 0 37 + 00 38 + No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 42 + 00 43 + 00 HOUSE CLUB D U F F D R I V E W E B S T No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 3 1 + 00 32 + 00 3 3 + 00 34 + 00 35 + 00 S S S HOUSE CLUB No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 0 0 10 + 00 36 + 0 0 37 + 00 38 + No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 42 + 00 43 + 00 HOUSE CLUB D U F F D R I V E W E B S T No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 3 1 + 00 32 + 00 3 3 + 00 34 + 00 35 + 00 HOUSE CLUB D U F No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 11 + 00 12 + 00 13 + 0 0 10 + 00 36 + 0 0 37 + 00 38 + No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 42 + 00 43 + 00 HOUSE CLUB D U F F D R I V E W E B S T No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner LINCOLN AVE. CROSS SECTIONS DZ CEF BSH 1" = 20' 02/10/2016 4940.53 Lt. 41.06 NW EOP 4940.93 Lt. 34.59 NW EOP 4941.33 Lt. 28.13 NW EOP 4941.53 Lt. 24.00 NW EOP 4941.46 Lt. 24.00 NW EOP 4941.10 Lt. 24.00 NW EOP No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner LINCOLN AVE. CROSS SECTIONS DZ CEF BSH 1" = 20' 02/10/2016 4939.41 Lt. 23.59 NW EOP 4939.85 Lt. 47.68 NW EOP 4938.99 Lt. 38.02 NE EOP 4938.10 Lt. 19.78 NE EOP 4937.57 Lt. 19.00 NE EOP 4937.15 Lt. 19.00 NE EOP No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner LINCOLN AVE. CROSS SECTIONS DZ CEF BSH 1" = 20' 02/10/2016 4936.69 Lt. 19.00 NE EOP 4937.01 Lt. 6.00 ISLAND EAST LT EOP 4937.01 Rt. 6.00 ISLAND EAST RT EOP 4936.69 Rt. 32.30 SE EOP RECYCLED ASPHALT SHOULDER FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 2:15:39 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Cross Sections_01.dgn No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner INTERNATIONAL BOULEVARD CROSS SECTIONS DZ CEF BSH 1" = 20' 02/10/2016 4938.79 Lt. 12.50 ISLAND NORTH LT EOP 4938.10 Lt. 3.95 ISLAND NORTH LT EOP 4938.29 Lt. 7.00 ISLAND NORTH LT EOP 4937.97 Lt. 20.84 NW EOP 4937.88 Lt. 19.59 NW EOP 4938.87 Lt. 36.89 NW EOP 4938.55 Rt. 9.77 ISLAND NORTH RT EOP 4938.25 Rt. 7.00 ISLAND NORTH RT EOP 4938.28 Rt. 7.00 ISLAND NORTH RT EOP 4938.37 Rt. 29.33 NE EOP 4938.11 Rt. 22.45 NE EOP 4937.96 Rt. 24.00 NE EOP FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:41:15 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Cross Sections_01.dgn 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.11+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.11+50 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.12+00 4920 4930 4940 4950 0.33% 1.47% -0.91% -1.39% - 2 . 95 % -0.90% - 4 . 1 : 1 - 2 . 3 1 % 0.13% - 1 . 89 % 2 . 00 % - 4 . 0 : 1 ROW ROW ROW ROW ROW ROW 2.00 % 2 . 0 0 % 2 . 00 % 2 . 00 % 2 .0 0 % C950 OF 122 SHEETS 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.42+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.42+50 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.43+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.43+50 4920 4930 4940 4950 2 . 00 % 2 . 00 % - 2.45 % -0.08% -1.25% - 1 . 98 % - 1 . 97 % - 1 . 97 % - 1 . 9 7 % - 1 . 97 % EXIST ROW EXIST ROW ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW 4 . 0 : 1 4 . 0 : 1 4 . 0 : 1 C949 OF 122 SHEETS 4939.71 Lt. 4.99 ISLAND WEST LT EOP 4938.96 Lt. 14.02 ISLAND EAST LT EOP 4938.26 Lt. 3.83 ISLAND EAST LT EOP 4937.85 Lt. 6.00 ISLAND EAST LT EOP 4937.43 Lt. 6.00 ISLAND EAST LT EOP 4939.65 Rt. 8.53 ISLAND WEST RT EOP 4938.70 Rt. 10.46 ISLAND EAST RT EOP 4938.26 Rt. 6.03 ISLAND EAST RT EOP 4937.85 Rt. 6.00 ISLAND EAST RT EOP 4937.43 Rt. 6.00 ISLAND EAST RT EOP 4939.60 Rt. 26.18 SW EOP 4939.35 Rt. 52.04 SW EOP 4938.71 Rt. 52.29 SE EOP 4938.44 Rt. 30.68 SE EOP 4937.94 Rt. 23.41 SE EOP 4937.48 Rt. 24.00 SE EOP 4937.04 Rt. 25.75 4938.84 SE EOP Lt. 80.84 NE EOP FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 2:18:26 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Cross Sections_01.dgn 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.38+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.38+50 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.39+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.39+50 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.40+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.40+50 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.41+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.41+50 4920 4930 4940 4950 2 . 05 % -1.64% 0.87% -0.27% 1.58% 1.34% 1.16% 1.35% -0.55% -1.28% -1.63% - 2 . 91 % -1.71% - 1 . 7 9 % - 2 . 15 % - 2 . 38 % -0.91% -0.12% -0.62% -1.49% - 2 . 30 % - 2 . 15 % - 3 . 1 3 % -0.67% -1.68% - 1 . 94 % -1.54% - 2 . 9 9 % -0.65% -0.34% - 6 . 3 : 1 1.43% 2 . 13 % 0.07% 1.42% -1.32% 2.19 % 2 . 1 7 % -1.01% 0.04% - 1 . 88 % 1.99% 1.81% 2 . 00 % - 2 . 1 0 % -0.02% - 2 . 04 % 2 . 0 0 % 1.83% 2 . 00 % 2 .00 % - 2 . 16 % -0.05% - 1 . 98 % 1.91% 1.99% - 9 . 6 : 1 - 5 . 77 % 8.22 % - 9. 5 4 % EXIST ROW ROW EXIST ROW ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW ROW EXIST ROW EXIST ROW ROW EXIST ROW EXIST ROW ROW EXIST ROW EXIST ROW ROW 2 . 00 % - 6 . 0 : 1 - 6 . 0 : 1 2.00 % 2 . 00 % 2 . 00 % 4.0 : 1 4.0 : 1 4.0 : 1 C948 OF 122 SHEETS 4940.67 Lt. 23.27 NW EOP 4940.34 Lt. 17.12 NW EOP 4939.85 Lt. 17.44 NW EOP 4941.49 Rt. 1.09 ISLAND WEST LT EOP 4941.68 Lt. 1.88 ISLAND WEST LT EOP 4941.87 Lt. 4.86 ISLAND WEST LT EOP 4941.95 Lt. 6.00 ISLAND WEST LT EOP 4941.83 Lt. 6.00 ISLAND WEST LT EOP 4941.49 Lt. 6.00 ISLAND WEST LT EOP 4941.06 Lt. 5.26 ISLAND WEST LT EOP 4940.66 Lt. 2.38 ISLAND WEST LT EOP 4940.23 Lt. 1.60 ISLAND WEST LT EOP 4941.27 Rt. 10.00 ISLAND WEST RT EOP 4941.56 Rt. 7.83 ISLAND WEST RT EOP 4941.84 Rt. 6.08 ISLAND WEST RT EOP 4941.95 Rt. 5.99 ISLAND WEST RT EOP 4941.83 Rt. 6.00 ISLAND WEST RT EOP 4941.49 Rt. 6.00 ISLAND WEST RT EOP 4941.04 Rt. 6.00 ISLAND WEST RT EOP 4940.59 Rt. 6.00 ISLAND WEST RT EOP 4940.14 Rt. 6.00 ISLAND WEST RT EOP 4940.70 Rt. 36.20 SW EOP 4941.04 Rt. 31.69 SW EOP 4941.38 Rt. 27.18 SW EOP 4941.52 Rt. 24.00 SW EOP 4941.42 Rt. 24.00 SW EOP 4941.07 Rt. 24.00 SW EOP 4940.62 Rt. 24.00 SW EOP 4940.22 Rt. 21.12 SW EOP 4939.88 Rt. 19.00 SW EOP FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:40:19 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Cross Sections_01.dgn 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.33+50 4930 4940 4950 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.34+00 4930 4940 4950 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.34+50 4930 4940 4950 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.35+00 4930 4940 4950 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.35+50 4930 4940 4950 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.36+00 4930 4940 4950 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.36+50 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.37+00 4920 4930 4940 4950 4920 4930 4940 4950 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA.37+50 4920 4930 4940 4950 1.89% 1.89% - 2 . 28 % - 7 . 64 % - 2 . 17 % - 1 . 97 % 0.52% 1.88% 1.88% - 2 . 31 % - 3 . 2 1 % - 2.18 % - 3 . 9 : 1 5 . 3 8 % 1.90% 1.90% - 2 . 32 % 0.50% - 2 . 2 2 % - 5 . 4 : 1 7.27 % 2 .0 0 % 2 . 0 0 % - 2 .3 3 % -0.00% - 2 . 3 9 % - 6 . 1 : 1 7 . 4 7 % 2 . 00 % 2 . 00 % - 2 . 10 % -0.00% - 2 . 3 1 % - 6 . 5 : 1 7 . 6 1 % 2 . 0 0 % 2 . 00 % - 2 . 16 % -0.00% - 2 . 35 % - 6 . 8 : 1 8.4 : 1 1.88% 2 . 03 % - 2 . 15 % 0.28% - 2.33 % - 8 . 4 : 1 2 . 07 % - 2 . 2 2 % - 3 . 0 4 % - 2 . 48 % 2 . 08 % 1.88% 1.90% - 2 . 41 % - 2 . 03 % 2 .00 % 2 . 00 % - 4 . 4 : 1 9 . 25 % - 5 . 3 : 1 9 . 3 : 1 - 6 . 8 : 1 9 . 5 : 1 EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW ROW EXIST ROW EXIST ROW ROW EXIST ROW ROW 2 . 0 0 % 4 . 0 : 1 1.72% 2 . 00 % 2 . 00 % C947 OF 122 SHEETS E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E SOLID YELLOW LINE SOLID WHITE LINE SOLID YELLOW LINE SOLID WHITE LINE FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:34:43 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P3_03 PHASING PLAN - PHASE 3 KEYMAP CEF BSH AS NOTED 02/10/2016 DMZ L I N C O L N AV E EXIST. ROW EXIST. ROW NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. FOR INFORMATION ONLY LEGEND DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION 0' 10' 20' 40' M A T C H L I N E S T A 41 + 00 W1-6L (48X24) R11-2 (48X30) C946 OF 122 SHEETS 00 3 9 + 0 0 4 0 + 0 0 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:31:35 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P3_02 L I N C O L N AV E PHASING PLAN - PHASE 3 KEYMAP CEF BSH AS NOTED 02/10/2016 R UN A P T S . B U FF A L O DMZ TEMPORARY DRUMS TEMPORARY DRUMS (TEMPORARY) CONCRETE BARRIER TEMPORARY DRUMS TEMPORARY DRUMS TEMPORARY DRUMS TEMPORARY DRUMS TEMPORARY DRUMS NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. C I T Y C OUN C I L B Y R E S O L U T I ON ) ( F I NA L NA M E T O B E D ETE R M I N E D B Y I N TE R NA T I ONA L B OU LE VA R D FOR INFORMATION ONLY DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION LEGEND TEMPORARY DRUMS 0' 10' 20' 40' M A T C H L I N E S T A 3 5 + 8 0 M A T C H L I N E S T A 41 + 00 XXR11-2 C945 OF 122 SHEETS F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:29:13 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P3_01 PHASING PLAN - PHASE 3 KEYMAP CEF BSH AS NOTED 02/10/2016 ~ DMZ EXIST. ROW LINCOLN AVE BROKEN LINE SOLID WHITE SOLID WHITE LINE SOLID WHITE LINE (TEMPORARY) CONCRETE BARRIER IN PHASE 2 TEMPORARY PAVEMENT PLACED COMPLETE FINAL MEDIAN AFTER PHASE 3 EXIST. ROW NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. FOR INFORMATION ONLY STA 31+80.24 MATCH EXISTING STRIPING BROKEN LINE SOLID YELLOW LEGEND DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION 0' 10' 20' 40' M A T C H L I N E S T A 35 + 80 25 R2-1 (24X30) W20-1 (36X36) W4-2L (36X36) WORK ZONE G20-5 (24X18) WORK ZONE G20-5 (24X18) FINES DOUBLE R2-6aP (24X18) END G20-2 (36X18) ROAD WORK W1-4L (36X36) C944 OF 122 SHEETS E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E SOLID WHITE LINE L I N C O L N AV E PHASING PLAN - PHASE 2 KEYMAP CEF BSH AS NOTED 02/10/2016 DMZ (TEMPORARY) CONCRETE BARRIER EXIST. ROW SOLID YELLOW LINE EXIST. ROW (TEMPORARY) CONCRETE BARRIER NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. FOR INFORMATION ONLY FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:26:39 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P2_03 LEGEND DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION 0' 10' 20' 40' M A T C H L I N E S T A 41 + 00 W1-6L (48X24) R11-2 (48X30) C943 OF 122 SHEETS 00 3 9 + 0 0 4 0 + 0 0 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:22:34 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P2_02 PHASING PLAN - PHASE 2 KEYMAP CEF BSH AS NOTED 02/10/2016 DMZ DOUBLE YELLOW (FROM PRIOR PHASE) (FROM PRIOR PHASE) SOLID WHITE LINE PLACE TEMPORARY DRUM PLACE TEMPORARY DRUM PLACE TEMPORARY DRUM PLACE TEMPORARY DRUM (TEMPORARY) CONCRETE BARRIER L I N C O L N AV E NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. C I T Y C OUN C I L B Y R E S O L U T I ON ) ( F I NA L NA M E T O B E D ETE R M I N E D B Y I N TE R NA T I ONA L B OU LE VA R D FOR INFORMATION ONLY DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION LEGEND TEMPORARY DRUMS 0' 10' 20' 40' M A T C H L I N E S T A 3 5 + 8 0 M A T C H L I N E S T A 41 + 00 C942 OF 122 SHEETS D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E LINCOLN AVE PHASING PLAN - PHASE 2 SOLID WHITE LINE KEYMAP CEF BSH AS NOTED 02/10/2016 IN PHASE 2 FOR PHASE 3 TRAFFIC PLACE TEMPORARY PAVEMENT ~ S H L D R DMZ (TEMPORARY) CONCRETE BARRIER SOLID WHITE LINE 11 ' 2 ' (TEMPORARY) CONCRETE BARRIER BROKEN LINE SOLID WHITE STA 31+82.11 MATCH EXISTING STRIPING EXIST. ROW EXIST. ROW NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. FOR INFORMATION ONLY FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:10:38 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P2_01 LEGEND DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION 0' 10' 20' 40' M A T C H L I N E S T A 35 + 80 25 R2-1 (24X30) FINES DOUBLE R2-6aP (24X18) WORK ZONE G20-5 (24X18) WORK ZONE G20-5 (24X18) W4-2L (36X36) W20-1 (36X36) W1-4L (36X36) END ROAD WORK G20-2 (36X18) C941 OF 122 SHEETS E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E L I N C O L N AV E PHASING PLAN - PHASE 1 KEYMAP DZ CEF BSH AS NOTED 02/10/2016 11 ' 11 ' 2 ' 11 ' 811 ' R 78 9 ' R (TEMPORARY) CONCRETE BARRIER EXIST. ROW DOUBLE YELLOW LINE SOLID WHITE LINE EXIST. ROW NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. FOR INFORMATION ONLY FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:06:22 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P1_03.dgn LEGEND DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION 0' 10' 20' 40' M A T C H L I N E S T A 41 + 00 W1-6L (48X24) R11-2 (48X30) C940 OF 122 SHEETS 00 3 9 + 0 0 4 0 + 0 0 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 12:01:41 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P1_02.dgn L I N C O L N AV E PHASING PLAN - PHASE 1 DZ CEF BSH AS NOTED 02/10/2016 KEYMAP A P T S . B U FF A L O R UN 2 ' 1 1 ' 11 ' S HD L R SOLID WHITE LINE (TEMPORARY) CONCRETE BARRIER DOUBLE YELLOW LINE WHITE LINE SOLID NOTES: ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. C I T Y C OUN C I L B Y R E S O L U T I ON ) ( F I NA L NA M E T O B E D ETE R M I N E D B Y I N TE R NA T I ONA L B OU LE VA R D FOR INFORMATION ONLY DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION LEGEND 0' 10' 20' 40' M A T C H L I N E S T A 3 5 + 8 0 M A T C H L I N E S T A 41 + 00 C939 OF 122 SHEETS 2 ' PRIOR TO START OF PHASE 1 PLACE TEMPORARY PAVEMENT REMOVE EXISTING MEDIAN AND HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E PHASING PLAN - PHASE 1 NOTES: CEF BSH AS NOTED 02/10/2016 KEYMAP DMZ LINCOLN AVE SOLID YELLOW LINE BROKEN WHITE LINE (TEMPORARY) CONCRETE BARRIER DOUBLE YELLOW LINE EXIST. ROW EXIST. ROW STA 31+82.08 MATCH EXISTING STRIPING ASPHALT SEAMS WITH PROPOSED STRIPING. 3. TOP LIFT OF ASPHALT SHALL BE PLACED TO COINCIDE 2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 1. LANE ARROWS ARE FOR INFORMATION ONLY. FOR INFORMATION ONLY FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 11:56:08 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Phasing Plan_P1_01.dgn LEGEND DETOUR PAVEMENT IN PRIOR PHASE DETOUR PAVEMENT CONSTRUCTED CURRENT PHASE CONSTRUCTION BUILT IN PRIOR PHASE PROPOSED CONSTRUCTION 0' 10' 20' 40' M A T C H L I N E S T A 35 + 80 25 R2-1 (24X30) ~ R 3 0 ' R 205.5 ' S H L D R R4-7 (24X30) W1-4L (36X36) END ROAD WORK FINES DOUBLE R2-6aP (24X18) W20-1 (36X36) W4-2L (36X36) WORK ZONE G20-5 (24X18) WORK ZONE G20-5 (24X18) G20-2 (36X18) C938 OF 122 SHEETS 65 42 + 0 0 43 + 00 F E S F E S F E S W V W V W V D C VAU LT ELE C D D G C ON T R O L I RR A C A C A C A C A C A C C O N T R O L I RR HOUSE CLUB D U F F D R I V E W E B S TE R AV E N U E I N T E R NA T I O N A L B O U LE V A R D C O T T A G E D R I V E NO R T H C L U B H OU S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E 5 4 7 5 6 2 5 6 4 5 4 7 4 2 SIGNING & STRIPING PLAN 6 6 2 2 2 LINCOLN AVE DZ CEF BSH AS NOTED 02/10/2016 KEYMAP STA 12+39.45 MATCH NORTHERN ENGINEERING DESIGN C I T Y C OUN C I L B Y R E S O L U T I ON ) ( F I NA L NA M E T O B E D ETE R M I N E D B Y I N TE R NA T I ONA L B L VD FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 11:50:19 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Signing&Striping Sheet_02 TELESPAR SLEEVE BLANK TO EXTEND 36" MINIMUM BELOW SURFACE. PVC SLEEVES TO BE CORED THROUGH PAVEMENT SOIL. CUT OFF 1" ABOVE MEDIAN CAP. ALL SIGNS SHALL BE A MINIMUM OF 2.0' FROM CLOSEST POINT OF SIGN FACE TO BACK OF CURB. LEADING EDGE OF CROSSWALK. CHECK MUTCD TABLE 2C-4 FOR SIGN PLACEMENT. MEASURE ALONG OUTSIDE CURB FACE FROM ALL PROPOSED STRIPING AND SIGNING MUST BE APPROVED BY LOCAL ENTITY ENGINEER. GRINDING OF CONCRETE SURFACE (120 MILS). PRE-FORMED THERMO PLASTIC STRIPING ON CONCRETE SHALL BE INLAID THROUGH APPROVED ROUNDABOUT AREA INSIDE THE PEDESTRIAN CROSSINGS. USE PRE-FORMED THERMO PLASTIC FOR ALL STRIPING AND MARKINGS WITHIN THE ROLLED INTO THE FINAL SURFACE. ALL THERMO PLASTIC STRIPING WORDS AND ARROWS PLACED ON ASPHALT SHALL BE HOT USE ELONGATED ARROWS PER LCUASS. USE PRE-FORMED THERMO PLASTIC FOR ALL WORD AND ARROW MARKINGS 9. 8. 7. 6. 5. 4. 3. 2. 1. NOTES: 7 CENTER LINE: SOLID DOUBLE YELLOW, 4 IN. WIDE, 4 IN. APART 6 CROSSWALK LINE: SOLID WHITE, 18 IN. WIDE 5 EDGE LINE: SOLID WHITE, 6 IN. WIDE 4 DOTTED LINE: BROKEN WHITE, 6 IN. WIDE - 2 FT. SEGMENTS WITH 4 FT. GAPS 3 DOTTED LINE: BROKEN WHITE, 8 IN. WIDE - 2 FT. SEGMENTS WITH 4 FT. GAPS, BLACK CONTRAST 2 EDGE LINE: SOLID YELLOW, 4 IN. WIDE 1 CHANNELIZING LINE: SOLID WHITE, 8 IN. WHITE LEGEND 30"x30" W2-6 18"x18" W13-P 30"x30" W2-6 18"x18" W13-P 30"x30" W11-2 24"x12" W16-7P 2.01 2.04 2.06 2.02 (30"x30") OM 1-2 7 24"x30" R4-7 2 2.03 2.05 (24"x30") R3-16a (24"x18") SPECIAL (24"x30") R3-16a (24"x18") SPECIAL M A T C H L I N E S T A 41 + 00 M A T C H L I N E S T A 10 + 94 0' 10' 20' 40' 20 M.P.H. 20 M.P.H. ( P R I VA TE D R I V E ) C O TT AG E D R I V E MERGE OR USE PATH MERGE OR USE PATH C937 OF 122 SHEETS 3 6 + 0 0 37 + 00 38 + 00 39 + 00 40 + 0 0 C C C.O. C AC AC AC AC AC AC CABLE HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I O N A L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B H O U S E D R I V E LINCOLN LINCOLN 1 1 1 1 4 4 5 5 5 2 6 2 3 2 2 2 3 6 2 5 2 6 2 6 3 2 2 6 4 4 5 6 3 (RED ON WHITE) 36"x36"x36" R1-2 1.19 1.11 SIGNING & STRIPING PLAN 4 4 4 2 2 6 6 6 6 6 2 2 2 2 2 2 DZ CEF BSH AS NOTED 02/10/2016 KEYMAP STA 33+10.63 MATCH EXISTING STRIPING FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 11:42:52 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Signing&Striping Sheet_01 . dgn TELESPAR SLEEVE BLANK TO EXTEND 36" MINIMUM BELOW SURFACE. PVC SLEEVES TO BE CORED THROUGH PAVEMENT SOIL. CUT OFF 1" ABOVE MEDIAN CAP. ALL SIGNS SHALL BE A MINIMUM OF 2.0' FROM CLOSEST POINT OF SIGN FACE TO BACK OF CURB. LEADING EDGE OF CROSSWALK. CHECK MUTCD TABLE 2C-4 FOR SIGN PLACEMENT. MEASURE ALONG OUTSIDE CURB FACE FROM ALL PROPOSED STRIPING AND SIGNING MUST BE APPROVED BY LOCAL ENTITY ENGINEER. GRINDING OF CONCRETE SURFACE (120 MILS). PRE-FORMED THERMO PLASTIC STRIPING ON CONCRETE SHALL BE INLAID THROUGH APPROVED ROUNDABOUT AREA INSIDE THE PEDESTRIAN CROSSINGS. USE PRE-FORMED THERMO PLASTIC FOR ALL STRIPING AND MARKINGS WITHIN THE ROLLED INTO THE FINAL SURFACE. ALL THERMO PLASTIC STRIPING WORDS AND ARROWS PLACED ON ASPHALT SHALL BE HOT USE ELONGATED ARROWS PER LCUASS. USE PRE-FORMED THERMO PLASTIC FOR ALL WORD AND ARROW MARKINGS 9. 8. 7. 6. 5. 4. 3. 2. 1. NOTES: 7 CENTER LINE: SOLID DOUBLE YELLOW, 4 IN. WIDE, 4 IN. APART 6 CROSSWALK LINE: SOLID WHITE, 18 IN. WIDE 5 EDGE LINE: SOLID WHITE, 6 IN. WIDE 4 DOTTED LINE: BROKEN WHITE, 6 IN. WIDE - 2 FT. SEGMENTS WITH 4 FT. GAPS 3 DOTTED LINE: BROKEN WHITE, 8 IN. WIDE - 2 FT. SEGMENTS WITH 4 FT. GAPS, BLACK CONTRAST 2 EDGE LINE: SOLID YELLOW, 4 IN. WIDE 1 CHANNELIZING LINE: SOLID WHITE, 8 IN. WHITE LEGEND 18"x18" W13-P 30"x30" W2-6 AVE AVE 60"x12" D1-1 (BLACK ON WHITE) 60"x24" (min.) R6-4b 30"x30" W11-2 60"x12" D1-1 1.01 1.02 1.03 1.04 1.06 1.07 1.08 1.09 1.10 1.12 1.13 1.15 1.16 1.17 1.18 1.05 STREET NAME TO BE DETERMINED 60"x12" D1-1 24"x12" W16-7P 24"x30" R4-7 30"x30" W11-2 24"x12" W16-7P (30"x30") OM 1-2 (RED ON WHITE) 36"x36"x36" R1-2 (RED ON WHITE) 36"x36"x36" R1-2 (RED ON WHITE) 36"x36"x36" R1-2 30"x30" W11-2 24"x12" W16-7P L I N C O L N AV E L I N C O L N AV E (24"x30") R3-16a (24"x18") SPECIAL TS U . D . R UN 0' 10' 20' 40' M A T C H L I N E S T A 3 5 + 8 0 M A T C H L I N E S T A 10 + 94 M A T C H L I N E S T A 35 + 80 M A T C H L I N E S T A 41 + 00 20 M.P.H. MERGE OR USE PATH C936 OF 122 SHEETS P I 12 + 25 . 42 P I 38 + 47 . 09 P C 38 + 1 4.31 P T 36 + 10 .0 5 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C ON T R O L I R R C ON T R O L I RR A C A C A C A C A C A C W V E A C C . O . A C A C G A C A C A C C C E C . O . A C A C A C A C A C A C A C A C G A C A C A C A C HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 11:19:02 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Sight Distance Plan_01 . dgn L I N C O L N AV E L I N C O L N AV E KEYMAP SIGHT DISTANCE PLAN LEGEND REQUIRED SIGHT DISTANCE CEF BSH DZ AS NOTED 02/10/2016 B U FF A L O R UN A P T S . STA 12+24.24, 21.97' LT STA 40+79.15, 21.50' LT STA 39+64.61, 80.99' LT REQUIRED SIGHT DISTANCE TRIANGLE STA 11+14.67, 63.23' LT REQUIRED SIGHT DISTANCE TRIANGLE REQUIRED SIGHT DISTANCE TRIANGLE STA 37+47.63, 21.50' RT REQUIRED SIGHT DISTANCE TRIANGLE STA 39+79.47, 39.70' RT C I T Y C OUN C I L B Y R E S O L U T I ON ) ( F I NA L NA M E T O B E D ETE R M I N E D B Y I N T E R NA T I ONA L B OU LE VA R D STA 38+84.37, 33.7' LT STA 39+46.37, 38.89' LT STA 38+87.28, 16.98' RT REQUIRED SIGHT DISTANCE TRIANGLE REQUIRED SIGHT DISTANCE TRIANGLE REQUIRED SIGHT DISTANCE TRIANGLE REQUIRED SIGHT DISTANCE TRIANGLE REQUIRED SIGHT DISTANCE TRIANGLE REQUIRED SIGHT DISTANCE TRIANGLE 0' 10' 20' 40' C935 OF 122 SHEETS 7 3 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E 6 . 1 % 4 . 9 % 5 .1 % 4 . 4 % 3 . 7 % 4.8 % 4.8 % 3.7 % 4 . 6 % 3 . 5 % 4.4 % 3.6 % L I N C O L N A V E L I N C O L N AV E L I N C O L N AV E DZ CEF BSH AS NOTED 02/10/2016 KEYMAP BIKE RAMP DETAILS 1 ' R 1 ' R 1 ' R 1 ' R 1 ' R 1' R TYPE III BARRICADE LINCOLN AVE HCL INTERNATIONAL BOULEVARD HCL LINCOLN AVE HCL LINCOLN AVE HCL CITY COUNCIL BY RESOLUTION) (FINAL NAME TO BE DETERMINED BY INTERNATIONAL BOULEVARD FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 10:09:02 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Bike Ramp Detail Sheet_01 4940.98 Lt. 33.32 36+87.22 Front of Walk 4940.88 Lt. 28.87 36+93.31 Front of Walk 4940.76 Rt. 32.00 37+00.76 Front of Walk 4940.87 Rt. 36.00 36+93.39 Front of Walk 4940.36 Lt. 24.53 36+66.85 Flowline 4940.32 Lt. 23.87 36+72.75 Flowline 4940.25 Lt. 21.50 36+86.44 Flowline 4940.22 Rt. 25.78 36+78.99 Flowline 4940.15 Rt. 24.34 36+90.46 Flowline 4940.12 Rt. 23.59 36+96.41 Flowline 4940.86 Lt. 25.03 36+66.87 Curb Back 4940.32 Lt. 24.37 36+72.83 Curb Back 4940.75 Lt. 22.00 36+86.52 Curb Back 4940.72 Rt. 26.28 36+79.06 Curb Back 4940.15 Rt. 24.83 36+90.52 Curb Back 4940.62 Rt. 24.08 36+96.47 Curb Back 4938.51 Lt. 32.00 12+44.39 Front of Walk 4938.59 Rt. 36.00 12+02.60 Front of Walk 4938.59 Rt. 33.37 11+94.58 Front of Walk 4938.63 Lt. 36.00 12+52.13 Front of Walk 4938.01 Lt. 25.80 12+67.17 Flowline 4937.91 Lt. 24.46 12+55.18 Flowline 4937.87 Lt. 23.73 12+49.09 Flowline 4937.79 Rt. 26.00 12+21.67 Flowline 4937.82 Rt. 25.79 12+15.85 Flowline 4937.89 Rt. 24.91 12+01.46 Flowline 4938.39 Rt. 25.41 12+01.44 Curb Back 4937.82 Rt. 26.29 12+15.82 Curb Back 4938.29 Rt. 26.50 12+21.67 Curb Back 4938.51 Lt. 26.30 12+67.11 Curb Back 4937.91 Lt. 24.96 12+55.12 Curb Back 4938.37 Lt. 24.23 12+49.03 Curb Back 4938.44 Rt. 34.51 40+47.10 Front of Walk 4938.44 Rt. 37.70 40+54.36 Front of Walk 4937.70 Rt. 25.49 40+54.66 Flowline 4937.57 Rt. 25.89 40+69.73 Flowline 4937.51 Rt. 26.00 40+75.57 Flowline 4938.01 Rt. 26.50 40+75.57 Curb Back 4937.57 Rt. 26.39 40+69.71 Curb Back 4938.20 Rt. 25.99 40+54.65 Curb Back 4936.96 Lt. 32.00 42+24.96 Front of Walk 4936.92 Lt. 36.00 42+32.70 Front of Walk 4936.24 Lt. 23.73 42+29.66 Flowline 4936.17 Lt. 24.46 42+35.76 Flowline 4936.04 Lt. 25.80 42+47.74 Flowline 4936.74 Lt. 24.23 42+29.60 Curb Back 4936.17 Lt. 24.96 42+35.70 Curb Back 4936.54 Lt. 26.30 42+47.69 Curb Back 0' 5' 10' 20' 0' 5' 10' 20' 0' 5' 10' 20' 0' 5' 10' 20' 37 + 00 C934 OF 122 SHEETS E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E KEYMAP 4% 4% 7 . 18 % 7 . 28 % 4 % 7.28 % 4 % 7.18% 7.18 % 4 % 4 % 4 % 8 . 33 % 7.8 % 4 % DZ CEF BSH AS NOTED 02/10/2016 PEDESTRIAN RAMP DETAILS 1 . 5 ' R 1 . 5 ' R 1 . 5 ' R 1.5 ' R 1 . 5 ' R 1.5 ' R 1 . 5 ' R 1.5 ' R 1.5 ' R 1.5 ' R 1 . 5 ' R 1 . 5 ' R 1.5 ' R 1 . 5 ' R 1.5 ' R 1 . 5 ' R 1.5 ' R 4940.02 Lt. 37.93 38+06.58 Front of Walk 4940.09 Lt. 39.22 38+13.46 Front of Walk 4939.49 Lt. 30.86 38+14.86 Breakline 4939.39 Lt. 28.72 38+16.38 Flowline 4939.39 Lt. 29.57 38+08.15 Breakline 4939.29 Lt. 26.85 38+07.12 Flowline 4938.27 Rt. 85.91 38+91.75 Flowline 4938.45 Rt. 77.21 38+86.69 Flowline 4938.52 Rt. 79.77 38+85.32 Breakline 4939.09 Rt. 83.10 38+79.29 Front of Walk 4938.82 Rt. 88.27 38+84.39 Front of Walk 4938.39 Rt. 85.81 38+88.83 Breakline 4938.09 Rt. 77.25 39+35.19 Flowline 4938.21 Rt. 76.45 39+38.19 Breakline 4938.84 Rt. 77.40 39+46.03 Front of Walk 4939.03 Rt. 70.91 39+50.72 Front of Walk 4938.33 Rt. 69.79 39+41.43 Breakline 4938.26 Rt. 67.48 39+39.89 Flowline 4939.44 Rt. 27.97 37+99.10 Flowline 4939.38 Rt. 32.66 38+08.24 Flowline 4939.49 Rt. 34.02 38+05.67 Breakline 4939.47 Rt. 30.85 37+99.50 Breakline 4940.14 Rt. 38.42 37+95.58 Front of Walk 4940.10 Rt. 41.61 38+01.81 Front of Walk 4938.81 Rt. 39.32 40+19.18 Front of Walk 4938.19 Rt. 31.00 40+17.50 Breakline 4938.08 Rt. 28.24 40+18.43 Flowline 4938.18 Rt. 30.43 40+08.90 Flowline 4938.27 Rt. 32.52 40+10.87 Breakline 4938.88 Rt. 40.83 40+12.59 Front of Walk 4939.25 Lt. 41.12 40+21.42 Front of Walk 4938.65 Lt. 33.28 40+18.00 Breakline 4938.58 Lt. 31.66 40+15.51 Flowline 4939.11 Lt. 38.36 40+28.10 Front of Walk 4938.51 Lt. 30.56 40+24.60 Breakline 4938.38 Lt. 27.69 40+25.12 Flowline 4938.12 Rt. 27.89 11+57.19 Flowline 4938.22 Rt. 30.64 11+56.24 Breakline 4938.84 Rt. 38.97 11+57.88 Front of Walk 4938.88 Rt. 40.45 11+51.29 Front of Walk 4938.27 Rt. 32.13 11+49.61 Breakline 4938.17 Rt. 30.03 11+47.65 Flowline 4938.38 Lt. 32.38 11+54.41 Flowline 4938.45 Lt. 33.97 11+56.92 Breakline 4938.30 Lt. 31.14 11+63.49 Breakline 4938.17 Lt. 28.27 11+63.96 Flowline 4938.90 Lt. 38.89 11+67.11 Front of Walk 4939.04 Lt. 41.75 11+60.47 Front of Walk 1 . 5 ' R 1.5 ' R 7. 2 8 % R=1.5' R=1.5' R=1.5' R=1.5' 4939.63 Rt. 9.92 38+08.78 Flowline 4939.73 Rt. 8.07 38+11.14 Breakline 4939.76 Rt. 2.26 38+14.11 Angle Point 4939.78 Lt. 3.05 38+13.12 Breakline 4939.68 Lt. 5.32 38+11.25 Flowline 4939.64 Rt. 13.35 38+18.62 Flowline 4939.74 Rt. 10.51 38+18.12 Breakline 4939.76 Rt. 3.06 38+21.67 Angle Point 4939.77 Lt. 4.16 38+19.84 Breakline 4939.67 Lt. 6.90 38+20.71 Flowline 4 % 4 % 0 . 41 % R=1.5' R=1.5' R=1.5' R=1.5' 4 % 1% R=1.5' R=1.5' R=1.5' 4938.80 Rt. 73.75 39+10.58 Breakline 4 % 4% 1 . 33 % R=1.5' R=1.5' 4 % 4 % 1 . 2 3 % 4938.70 Rt. 8.80 40+04.15 Flowline 4938.61 Rt. 7.46 40+13.99 Flowline 4938.72 Rt. 5.17 40+12.11 Breakline 4938.82 Lt. 5.18 40+13.69 Breakline 4938.70 Lt. 7.13 40+15.95 Flowline 4938.89 Lt. 10.24 40+06.50 Flowline 4938.96 Lt. 7.39 40+06.99 Breakline 4938.86 Rt. 0.20 40+03.88 Angle Point 4938.78 Rt. 6.11 40+05.19 Breakline 1 . 03 % 1 . 0 0 % 0.14 % 0.14% 0.52 % 0 .60 % 1 . 7 1 % 1 . 7 6 % 2 . 00 % 1 . 86 % 2.00 % 1 . 60 % 1 . 46 % 2.00 % 2 . 00 % 1 . 87 % 0 . 84 % 0 . 50 % 0 . 51 % 2 . 00 % 2 . 00 % 1 . 8 9 % 0 . 92 % 1.00% 1.03% FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 10:14:34 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Ped Ramp Detail Sheet_01.dgn 4938.49 Lt. 120.52 39+21.32 Flowline 4938.58 Lt. 113.77 39+23.32 Flowline 4938.60 Lt. 119.57 39+18.99 Breakline 4938.60 Lt. 119.01 39+06.09 Flowline 4938.66 Lt. 112.82 39+20.99 Breakline 4938.62 Lt. 117.32 39+13.49 Angle Point 4938.65 Rt. 73.60 39+14.66 Flowline 4938.72 Lt. 118.47 39+08.55 Breakline 4938.78 Lt. 112.12 39+05.06 Flowline 4938.76 Rt. 0.84 40+11.18 Angle Point 4938.76 Lt. 110.00 39+14.08 Angle Point 4938.74 Rt. 74.98 39+08.34 Flowline 4938.77 Rt. 73.32 39+12.17 Breakline 4938.78 Rt. 73.24 39+11.49 Angle Point 4938.84 Rt. 66.79 39+16.30 Flowline 4938.85 Lt. 111.53 39+07.49 Breakline 4938.90 Rt. 66.47 39+13.80 4938.98 Breakline Rt. 66.02 39+10.08 Angle Point 4938.95 Rt. 68.12 39+06.32 Flowline 4938.97 Rt. 66.87 39+08.55 Breakline 0' 5' 10' 20' C933 OF 122 SHEETS S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E 7.9% 4.0% KEYMAP 4941.39 Lt. 26.00 34+97.72 Flowline 4941.13 Lt. 26.00 35+74.14 Flowline 4941.19 Lt. 29.00 35+49.90 Flowline 4941.28 Lt. 29.00 35+20.68 Flowline 4941.88 Lt. 36.00 35+62.78 Front of Walk 4.0% 4940.47 Lt. 45.34 33+51.96 Breakline 4940.44 Lt. 45.98 33+47.00 Breakline 2.0% 8.2% 1.4% 1.2% DZ CEF BSH AS NOTED 02/10/2016 DRIVEW AY AND PEDESTRIAN DETAILS 1 ' R 1 ' R 1 ' R 1 ' R 7.9% 1 ' R 1 ' R 4940.83 Rt. 53.92 33+90.52 Front of Walk 4940.99 Rt. 52.65 33+60.55 Front of Walk WIDENED WALK 7.9% 4940.72 Rt. 39.78 33+60.41 Breakline 4940.75 Rt. 39.33 33+65.39 Breakline FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 11:38:58 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Driveway+Ramp West Plan_01.dgn 4940.34 Lt. 43.50 33+46.68 Flowline 4940.37 Lt. 42.86 33+51.64 Flowline 4940.59 Rt. 37.29 33+60.18 Flowline 4940.63 Rt. 36.84 33+65.16 Flowline 4940.67 Rt. 45.77 33+90.83 Front of Pad 4940.80 Rt. 44.83 33+65.88 Front of Pad 4940.83 Rt. 44.64 33+60.85 Front of Pad 4941.03 Lt. 53.42 33+47.96 Front of Walk 4941.06 Lt. 52.78 33+52.92 Front of Walk 4941.42 Lt. 36.00 35+54.94 Flowline 4941.47 Lt. 36.00 35+57.46 Front of Walk 4941.54 Lt. 36.00 35+16.91 Flowline 4941.55 Lt. 42.00 35+51.79 Flowline 4941.57 Lt. 42.00 35+55.53 Back of Walk 4941.60 Lt. 36.00 35+14.40 Front of Walk 4941.61 Lt. 36.00 35+50.02 Front of Walk 4941.61 Lt. 42.00 35+57.45 Back of Walk 4941.66 Lt. 42.00 35+20.07 Flowline 4941.68 Lt. 42.00 35+16.33 Back of Walk 4941.70 Lt. 36.00 35+20.98 Front of Walk 4941.73 Lt. 42.00 35+50.13 Back of Walk 4941.72 Lt. 42.00 35+14.41 Back of Walk 4941.82 Lt. 42.00 35+21.24 Back of Walk 4942.02 Lt. 42.00 35+62.78 Back of Walk 4942.07 Lt. 36.00 35+08.94 Front of Walk 4942.19 Lt. 42.00 35+08.95 Back of Walk 0' 5' 10' 20' 34 + 00 35 + 00 P C 34 + 64 . 08 P I 35 + 37.18 C932 OF 122 SHEETS E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E CEF BSH DZ AS NOTED 02/10/2016 CONCRETE FAST TRACK LEGEND (DAVIS COLOR TILE RED) CONCRETE PAVEMENT CONTRACTION JOINT LONGITUDINAL CONSTRUCTION CONTRACTION JOINT DOWELED TRANSVERSE 15 ' 1 5 ' 15 ' 10 ' 15 ' 15' 12' 12' 12 ' 1 5 ' 1 5 ' 1 0 ' 1 5 ' 15 ' 15 ' 15 ' 15 15 ' 15 ' 1 5 ' 10 ' 1 5 ' 15 ' 15 ' 15 ' 1 2 ' 12 ' 12 ' 12 ' 15 ' 15' 1 5 ' 1 2 ' 15 ' 1 5 ' 1 5 ' 10 ' 10 ' 15 ' 1 5 ' 10 ' 15 ' 15 ' 15 ' 10 ' 10 ' 15 ' 15 ' 10 ' 15 ' 15 1 5 ' 12 ' 15 ' 15 15 ' 15 ' 15 ' 15 ' 15' 15 ' 15 ' 15 ' FAST TRACK CONCRETE PAVEMENT LONGITUDINAL CONTRACTION JOINT (TYP.) LONGITUDINAL CONSTRUCTION OR DOWELED TRANSVERSE CONTRACTION JOINT (TYP.) FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 11:31:40 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Jointing Plan Sheet_01.dgn KEYMAP 0' 10' 20' 40' JOINT DETAILS C931 OF 122 SHEETS 38 + 77.65 P C 10 + 4 9.50 P I 38 + 47.0 9 WV HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:37:06 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - INNER ICD GROUND EXISTING PLAN VIEW EOP INNER ICD EOP ICD I C D I NN E R I C D GRADE AT EOP PROPOSED PAVEMENT OR CURB LIP PROFILES ARE TO EDGE OF 4920 4930 4940 4950 4920 4930 4940 4950 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 VPI=0+00.00 EL.=4940.00' VPC=0+04.46 EL.=4940.06' VPI=0+49.46 EL.=4940.63' VPT=0+94.46 EL.=4940.02' VPC=1+40.58 EL.=4939.39' VPI=1+68.08 EL.=4939.02' VPT=1+95.58 EL.=4939.38' VPC=2+10.08 EL.=4939.57' VPI=2+27.58 EL.=4939.80' VPT=2+45.08 EL.=4939.56' VPC=2+61.69 EL.=4939.34' VPI=2+79.19 EL.=4939.10' VPT=2+96.69 EL.=4939.34' VPI=3+45.57 EL.=4940.00' 1.27% - 1 . 36 % 1 . 32 % - 1 . 36 % 1.36 % V.C. = 90.00' e = -0.30' SSD = 454' K = 34.14 V.C. = 55.00' e = 0.18' SSD = 293' K = 20.49 V.C. = 35.00' e = -0.12' SSD = 419' K = 13.04 V.C. = 35.00' e = 0.12' SSD = 253' K = 12.83 4925 4935 4945 4925 4935 4945 0' 10' 20' 40' 1 + 00 3 + 00 4 + 00 PCC 2+35.62 PC 0+00.00 PT 4+71.24 1 + 00 2 + 00 3 + 00 PC 0+00.00 P T 3 + 45.57 C930 OF 122 SHEETS 57 P T 38 + 77.65 P C 10 + 4 9.50 P I 3 8 + 4 7 . 0 9 PC 38+14.31 WV HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:34:41 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - ICD GROUND EXISTING PLAN VIEW EOP ICD I C D I NN E R I C D GRADE AT ICD PROPOSED 4920 4930 4940 4950 4920 4930 4940 4950 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 4925 4935 4945 4925 4935 4945 VPI=0+00.00 EL.=4939.60' VPC=0+65.55 EL.=4938.95' VPI=0+90.55 EL.=4938.70' VPT=1+15.55 EL.=4938.95' VPC=1+36.50 EL.=4939.16' VPI=1+61.50 EL.=4939.41' VPT=1+86.50 EL.=4939.16' VPC=2+03.88 EL.=4938.98' VPI=2+41.38 EL.=4938.61' VPT=2+78.88 EL.=4938.98' VPC=3+41.05 EL.=4939.61' VPI=4+06.05 EL.=4940.26' VPT=4+71.05 EL.=4939.61' VPI=4+71.24 EL.=4939.60' - 1 . 0 0 % 1 . 0 0 % - 1 . 00 % 1 . 0 0 % -1.00% V.C. = 50.00' e = 0.12' SSD = 1000' K = 25.00 V.C. = 50.00' e = -0.12' SSD = 565' K = 25.00 V.C. = 75.00' e = 0.19' SSD = 1100' K = 37.50 V.C. = 130.00' e = -0.33' SSD = 605' K = 65.00 0' 10' 20' 40' 1 + 00 3 + 00 4 + 00 PCC 2+35.62 PC 0+00.00 PT 4+71.24 1 + 00 2 + 0 0 3 + 00 PC 0+00.00 P T 3 + 45. 57 C929 OF 122 SHEETS 09 PC 38+14.31 PT 36+10.05 PI 35+37.18 C C HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:30:42 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - ISLAND WEST RIGHT (2 OF 2) EXISTING GROUND L I N C O L N AV E . PLAN VIEW EOP ISLAND WEST (RIGHT) GRADE AT EOP PROPOSED PAVEMENT/CURB LIP PROFILES ARE TO EDGE OF 4925 4930 4935 4940 4945 4950 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 VPI=4+25.77 EL.=4942.24' VPT=5+00.77 EL.=4941.57' VPC=6+70.39 EL.=4940.06' VPI=6+85.39 EL.=4939.93' VPT=7+00.39 EL.=4939.75' VPC=7+05.17 EL.=4939.69' VPI=7+25.71 EL.=4939.44' VPT=7+46.25 EL.=4939.79' VPI=7+46.97 - 0 . 89 % - 1 . 20 % 2.75% V.C. = 150.00' e = -0.28' SSD = 809' K = 102.09 V.C. = 30.00' e = -0.01' SSD = 3468' K = 96.00 V.C. = 41.09' e = 0.15' SSD = 225' K = 14.16 Elev 4941.97 Off 0.00 STA 4+00.00 ISLAND W RT Elev 4941.96 Off 0.00 STA 4+25.00 ISLAND W RT Elev 4941.89 Off 0.00 STA 4+50.00 ISLAND W RT Elev 4941.77 Off 0.00 STA 4+75.00 ISLAND W RT Elev 4941.58 Off 0.00 STA 5+00.00 ISLAND W RT Elev 4941.35 Off -0.00 STA 5+25.00 ISLAND W RT Elev 4941.13 Off 0.00 STA 5+50.00 ISLAND W RT Elev 4940.91 Off -0.00 STA 5+75.00 ISLAND W RT Elev 4940.69 Off 0.00 STA 6+00.00 ISLAND W RT Elev 4940.46 Off -0.00 STA 6+25.00 ISLAND W RT Elev 4940.24 Off 0.00 STA 6+50.00 ISLAND W RT Elev 4940.02 Off -0.00 STA 6+75.00 ISLAND W RT Elev 4939.75 Off 0.00 STA 7+00.00 ISLAND W RT Elev 4939.59 Off 0.00 STA 7+25.00 ISLAND W RT Elev 4939.69 Off 0.00 STA 7+46.97 ISLAND W RT EL.=4939.81' 4 + 00 5 + 00 6 + 00 7 + 00 P T 5 + 18 . 64 P C 6 + 86 . 30 P R C 7 + 42 . 76 P I 4 + 2 0. 8 8 P I 7 + 15.30 P I 7 + 46 . 2 6 4 + 00 5 + 00 6 + 00 P RC 6 + 00 . 76 P RC 7 + 4 7 . 5 5 P R C 7 + 53 . 91 P I 4 + 90 . 20 P I 6 + 74 . 53 P I 7 + 52 . 9 0 P I 7 + 6 7 . 35 P T 7 + 46 . 9 7 P T 7 + 8 0 . 5 2 = 0' 10' 20' 40' MATCH LINE STA 4+00 MATCH LINE STA 4+00 4 + 00 35 + 00 P I 4 + 90.20 5 + 00 36 + 00 P R C 6 + 00 . 7 6 6 + 00 37 + 00 P I 6 + 74.53 7 + 0 0 38 + 00 P RC 7 + 47 . 55 P I 7 + 15.30 7 + 0 0 P C 6 + 86.30 6 + 00 P T 5 + 18 . 64 5 + 00 P I 4 + 2 0. 8 8 C928 OF 122 SHEETS U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E GRADE AT EOP PROPOSED FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 2:01:29 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - ISLAND WEST RIGHT (1 OF 2) EXISTING GROUND PLAN VIEW PAVEMENT/CURB LIP PROFILES ARE TO EDGE OF EOP ISLAND WEST (RIGHT) 4930 4935 4940 4945 4950 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VPI=2+05.03 EL.=4941.04' VPI=3+08.03 EL.=4941.55' VPC=3+50.77 EL.=4941.80' 0.50% 0 . 5 8 % V.C. = 150.00' e = -0.28' SSD = 809' K = 102.09 Elev 4941.04 Off 0.00 STA 2+05.03 ISLAND W RT Elev 4941.14 Off -0.00 STA 2+25.00 ISLAND W RT Elev 4941.26 Off -0.00 STA 2+50.00 ISLAND W RT Elev 4941.39 Off -0.00 STA 2+75.00 ISLAND W RT Elev 4941.51 Off 0.00 STA 3+00.00 ISLAND W RT Elev 4941.65 Off 0.00 STA 3+25.00 ISLAND W RT Elev 4941.80 Off 0.00 STA 3+50.00 ISLAND W RT Elev 4941.91 Off 0.00 STA 3+75.00 ISLAND W RT 3 + 00 P T 2 + 80.46 P C 3 + 22 . 57 3 + 00 P I 2 + 2 9 . 92 0' 10' 20' 40' MATCH LINE STA 4+00 M A T C H L I N E S T A 4 + 00 P O B 2 + 05 .13 P I 2 + 2 0 .05 P I 2 + 2 9 . 92 3 + 0 0 P C 3 + 78 . 8 4 P C 2 + 21 . 16 P I 2 + 50.82 P T 2 + 80 . 46 3 + 00 P C 3 + 22.57 3 4 + 0 0 33 + 0 0 P O B 2 + 05 . 03 C927 OF 122 SHEETS 4 7 . 09 PC 38+14.31 PT 36+10.05 PI 35+37.18 C C HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:58:39 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - ISLAND WEST LEFT (2 OF 2) EXISTING GROUND EOP ISLAND WEST (LEFT) L I N C O L N AV E . PLAN VIEW GRADE AT EOP PROPOSED PAVEMENT/CURB LIP PROFILES ARE TO EDGE OF 4925 4930 4935 4940 4945 4950 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 VPI=4+31.42 EL.=4942.12' VPT=5+06.42 EL.=4941.51' VPC=5+97.28 EL.=4940.76' VPI=6+44.78 EL.=4940.38' VPT=6+92.28 EL.=4939.90' VPI=7+04.83 EL.=4939.78' VPC=7+05.80 EL.=4939.76' VPI=7+25.80 EL.=4939.54' VPT=7+45.80 EL.=4939.68' VPC=7+67.70 EL.=4939.84' VPI=7+70.59 VPT=7+73.48 EL.=4939.86' EL.=4939.85' - 0 . 82 % - 1 . 00 % - 1 . 11 % 0 . 70 % -0.71% V.C. = 150.00' e = -0.22' SSD = 986' K = 126.66 V.C. = 95.00' e = -0.02' SSD = 6060' K = 529.27 V.C. = 40.00' e = 0.09' SSD = 4390' K = 22.18 V.C. = 5.78' e = -0.01' SSD = 1198' K = 6.40 Elev 4941.93 Off 0.00 STA 4+00.00 ISLAND W LT Elev 4941.91 Off 0.00 STA 4+25.00 ISLAND W LT Elev 4941.84 Off 0.00 STA 4+50.00 ISLAND W LT Elev 4941.73 Off 0.00 STA 4+75.00 ISLAND W LT Elev 4941.56 Off 0.00 STA 5+00.00 ISLAND W LT Elev 4941.36 Off 0.00 STA 5+25.00 ISLAND W LT Elev 4941.15 Off 0.00 STA 5+50.00 ISLAND W LT Elev 4940.95 Off 0.00 STA 5+75.00 ISLAND W LT Elev 4940.74 Off 0.00 STA 6+00.00 ISLAND W LT Elev 4940.53 Off -0.00 STA 6+25.00 ISLAND W LT Elev 4940.31 Off -0.00 STA 6+50.00 ISLAND W LT Elev 4940.07 Off -0.00 STA 6+75.00 ISLAND W LT Elev 4939.82 Off -0.00 STA 7+00.00 ISLAND W LT Elev 4939.64 Off -0.00 STA 7+25.00 ISLAND W LT Elev 4939.71 Off 0.01 STA 7+50.00 ISLAND W LT Elev 4939.85 Off -0.00 STA 7+75.00 ISLAND W LT VPI=7+80.52 EL.=4939.81' 4 + 00 5 + 00 6 + 00 7 + 00 P T 5 + 18 . 64 P C 6 + 86 . 30 P R C 7 + 42 . 76 P I 4 + 2 0. 8 8 P I 7 + 15.30 P I 7 + 46 . 2 6 4 + 00 5 + 00 6 + 00 P RC 6 + 00 . 76 P RC 7 + 4 7 . 5 5 P R C 7 + 53 . 91 P I 4 + 90 . 20 P I 6 + 74 . 53 P I 7 + 52 . 9 0 P I 7 + 6 7 . 35 P T 7 + 46 . 9 7 P T 7 + 8 0 . 5 2 = 0' 10' 20' 40' MATCH LINE STA 4+00 MATCH LINE STA 4+00 P I 4 + 2 0. 8 8 P I 4 + 90.20 5 + 00 5 + 00 P T 5 + 18 . 64 4 + 00 6 + 00 P R C 6 + 00 . 7 6 6 + 00 P I 6 + 74.53 P C 6 + 86.30 7 + 0 0 7 + 0 0 P I 7 + 15.30 P RC 7 + 47 . 55 35 + 00 36 + 00 37 + 00 38 + 00 C926 OF 122 SHEETS U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E GRADE AT EOP PROPOSED FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:05:07 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - ISLAND WEST LEFT (1 OF 2) EXISTING GROUND PLAN VIEW OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE EOP ISLAND WEST (LEFT) 4930 4935 4940 4945 4950 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VPI=2+05.13 EL.=4941.30' VPC=3+56.42 EL.=4941.85' 0.37% V.C. = 150.00' e = -0.22' SSD = 986' K = 126.66 Elev 4941.30 Off 0.00 STA 2+05.13 ISLAND W LT Elev 4941.37 Off 0.00 STA 2+25.00 ISLAND W LT Elev 4941.46 Off -0.00 STA 2+50.00 ISLAND W LT Elev 4941.55 Off 0.00 STA 2+75.00 ISLAND W LT Elev 4941.64 Off 0.00 STA 3+00.00 ISLAND W LT Elev 4941.73 Off 0.00 STA 3+25.00 ISLAND W LT Elev 4941.82 Off 0.00 STA 3+50.00 ISLAND W LT Elev 4941.90 Off 0.00 STA 3+75.00 ISLAND W LT 3 + 00 P T 2 + 80.46 P C 3 + 22 . 57 P I 2 + 2 9 . 92 P C 3 + 7 8 . 8 4 0' 10' 20' 40' MATCH LINE STA 4+00 M A T C H L I N E S T A 4 + 00 P O B 2 + 05 .13 P I 2 + 2 0 .05 P I 2 + 2 9 . 92 3 + 0 0 P C 3 + 78 . 8 4 P C 2 + 21 . 16 P I 2 + 50.82 P T 2 + 80 . 46 3 + 00 P C 3 + 22.57 P O B 2 + 05 . 03 C925 OF 122 SHEETS 12 + 25.42 P T 13 + 98.65 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:08:16 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - ISLAND NORTH RIGHT EXISTING GROUND EXISTING GROUND EOP ISLAND NORTH (RIGHT) PROFILE - ISLAND NORTH LEFT EOP ISLAND NORTH (LEFT) OF PAVEMENT/ CURB LIP PROFILES ARE TO EDGE OF PAVEMENT/ CURB LIP PROFILES ARE TO EDGE GRADE AT EOP PROPOSED GRADE AT EOP PROPOSED C I T Y C OUN C I L B Y R E S O L U T I ON ) NA M E T O B E D ETE R M I N E D B Y I N TE R NA T I ONA L B L VD . ( F I NA L 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 0+00 0+50 1+00 1+50 2+00 VPI=0+00.00 EL.=4938.83' VPC=0+24.72 EL.=4939.09' VPI=0+27.22 VPT=0+29.72 EL.=4939.11' EL.=4939.06' VPC=0+45.99 EL.=4938.73' VPI=0+90.99 EL.=4937.82' VPT=1+35.99 EL.=4938.24' VPI=1+82.67 EL.=4938.68' 1 . 05 % - 2 . 0 3 % 0.94 % V.C. = 5.00' e = -0.02' SSD = 353' K = 1.62 V.C. = 90.00' e = 0.33' SSD = 274' K = 30.35 Elev 4938.83 Off -0.00 STA 0+00.00 Island N_LT Elev 4938.99 Off -0.00 STA 0+25.00 Island N_LT Elev 4938.65 Off 0.00 STA 0+50.00 Island N_LT Elev 4938.28 Off -0.00 STA 0+75.00 Island N_LT Elev 4938.12 Off -0.00 STA 1+00.00 Island N_LT Elev 4938.16 Off -0.00 STA 1+25.00 Island N_LT Elev 4938.37 Off -0.00 STA 1+50.00 Island N_LT Elev 4938.61 Off -0.00 STA 1+75.00 Island N_LT 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 0+00 0+50 1+00 1+50 2+00 Elev 4938.65 Off 0.00 STA 0+00.00 ISLAND N RT Elev 4938.51 Off -0.00 STA 0+25.00 ISLAND N RT Elev 4938.36 Off 0.00 STA 0+50.00 ISLAND N RT Elev 4938.23 Off -0.00 STA 0+75.00 ISLAND N RT Elev 4938.19 Off -0.00 STA 1+00.00 ISLAND N RT Elev 4938.29 Off -0.00 STA 1+25.00 ISLAND N RT Elev 4938.50 Off -0.00 STA 1+50.00 ISLAND N RT VPC=0+00.00 EL.=4938.83' VPI=0+20.00 EL.=4938.51' VPT=0+40.00 EL.=4938.41' VPC=0+71.99 EL.=4938.25' VPI=1+01.99 EL.=4938.10' VPT=1+31.99 EL.=4938.35' VPI=1+62.03 EL.=4938.60' - 0 . 50 % 0 . 84 % V.C. = 40.00' e = 0.05' SSD = 200' K = 36.36 V.C. = 60.00' e = 0.10' SSD = 234' K = 44.82 1 + 00 P C 0 + 0 0.00 P RC 0 + 06 . 14 P RC 0 + 65.10 P T 1 + 62 . 03 P I 0 + 35 . 66 P I 1 + 13 . 60 P I 0 + 28 . 68 1 + 00 P RC 0 + 25 . 21 P RC 0 + 2 9 . 47 P R C 1 + 02 . 54 P RC 1 + 31 . 93 P T 1 + 82 . 67 P I 0 + 12 . 73 P I 0 + 28.82 P I 0 + 67 . 76 P I 1 + 17 . 25 P I 1 + 5 7 . 3 0 0' 10' 20' 40' P I 0 + 04 . 93 P RC 0 + 2 9.47 P I 0 + 67.76 P R C 0 + 6 5.10 P RC 0 + 06 . 14 P I 0 + 35 . 66 P RC 1 + 02 . 54 1 + 00 P I 1 + 17 . 25 P RC 1 + 31 . 93 1 + 00 P I 1 + 13 . 60 P I 12 + 25.42 P T 1 + 62 . 03 P I 1 + 5 7 . 3 0 P T 1 + 82 . 67 C924 OF 122 SHEETS F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 12:45:14 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - ISLAND EAST LEFT PROFILE - ISLAND EAST RIGHT EXISTING GROUND EXISTING GROUND EOP ISLAND EAST (LEFT) EOP ISLAND EAST (RIGHT) GRADE AT EOP PROPOSED OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE GRADE AT EOP PROPOSED OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 0+00 0+50 1+00 1+50 2+00 2+50 3+00 VPI=0+00.00 VPC=0+05.60 EL.=4938.96' EL.=4939.02' VPI=0+25.60 EL.=4939.24' VPT=0+45.60 EL.=4938.84' VPC=0+47.28 EL.=4938.80' VPI=0+63.35 EL.=4938.48' VPT=0+79.42 EL.=4938.35' VPI=2+71.65 EL.=4936.73' VPI=2+77.11 EL.=4936.84' VPI=2+81.42 EL.=4936.74' VPI=2+86.56 EL.=4936.76' 1 . 1 0 % -2.00% - 0 . 84 % 1 . 98 % - 2 . 37 % 0.41% V.C. = 40.00' e = -0.16' SSD = 368' K = 12.90 V.C. = 32.14' e = 0.05' SSD = 164' K = 27.73 Elev 4938.96 Off -0.00 STA 0+00.00 ISLAND E LT Elev 4939.03 Off -0.00 STA 0+25.00 ISLAND E LT Elev 4938.75 Off -0.00 STA 0+50.00 ISLAND E LT Elev 4938.39 Off 0.00 STA 0+75.00 ISLAND E LT Elev 4938.17 Off 0.00 STA 1+00.00 ISLAND E LT Elev 4937.96 Off 0.00 STA 1+25.00 ISLAND E LT Elev 4937.75 Off 0.00 STA 1+50.00 ISLAND E LT Elev 4937.54 Off 0.00 STA 1+75.00 ISLAND E LT Elev 4937.33 Off 0.00 STA 2+00.00 ISLAND E LT Elev 4937.12 Off 0.00 STA 2+25.00 ISLAND E LT Elev 4936.91 Off 0.00 STA 2+50.00 ISLAND E LT Elev 4936.80 Off 0.00 STA 2+75.00 ISLAND E LT 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 0+00 0+50 1+00 1+50 2+00 2+50 VPI=0+00.00 EL.=4938.96' VPI=0+06.19 EL.=4938.84' VPC=0+11.10 EL.=4938.78' VPI=0+20.70 EL.=4938.65' VPT=0+30.31 EL.=4938.57' VPI=2+48.33 -1.81% -1.32% - 0 . 83 % V.C. = 19.21' e = 0.01' SSD = 212' K = 39.28 Elev 4938.77 Off 0.00 STA 0+00.00 ISLAND E RT Elev 4938.62 Off 0.00 STA 0+25.00 ISLAND E RT Elev 4938.41 Off 0.00 STA 0+50.00 ISLAND E RT Elev 4938.20 Off 0.00 STA 0+75.00 ISLAND E RT Elev 4938.00 Off 0.00 STA 1+00.00 ISLAND E RT Elev 4937.79 Off 0.00 STA 1+25.00 ISLAND E RT Elev 4937.58 Off 0.00 STA 1+50.00 ISLAND E RT Elev 4937.38 Off 0.00 STA 1+75.00 ISLAND E RT Elev 4937.17 Off 0.00 STA 2+00.00 ISLAND E RT Elev 4936.96 Off 0.00 STA 2+25.00 ISLAND E RT =2+86.56(EOP LEFT) EL.=4936.77' 1 + 00 2 + 00 P C 0 + 00.00 P RC 0 + 06 . 19 P RC 0 + 72 . 59 P T 2 + 4 8 . 33 P I 0 + 0 5 . 0 1 P I 0 + 39 . 44 P I 1 + 60.66 1 + 00 2 + 00 P RC 0 + 25.12 P RC 0 + 29 . 3 5 P RC 0 + 96 . 22 P R C 1 + 38 . 07 P R C 2 + 67 . 7 1 P I 0 + 1 2 . 68 P I 0 + 28 . 68 P I 0 + 64 . 0 3 P I 1 + 17.14 P I 2 + 02 . 97 0' 10' 20' 40' = 2 + 8 6 . 5 6 ( E O P LE F T ) C923 OF 122 SHEETS 7 P T 38 + 77.65 P C 10 + 4 9.50 P I 3 8 + 47 . 09 PC 38+14.31 WV G HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 12:40:59 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - EOP SW (2 OF 2) GROUND EXISTING PLAN VIEW EOP SW OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE GRADE AT EOP PROPOSED 4925 4930 4935 4940 4945 4950 134+50 135+00 135+50 136+00 136+50 VPI=134+02.82 EL.=4940.03' VPT=134+77.82 EL.=4939.65' VPC=135+21.19 EL.=4939.44' VPI=135+37.53 EL.=4939.35' VPT=135+53.87 EL.=4938.94' VPC=135+64.52 EL.=4938.66' VPI=135+84.52 EL.=4938.15' VPT=136+04.52 EL.=4938.39' VPI=136+08.45 EL.=4938.44' - 0 . 50 % - 2.56 % 1.20% V.C. = 150.00' e = 0.07' SSD = 1418' K = 375.00 V.C. = 32.68' e = -0.08' SSD = 541' K = 15.90 V.C. = 40.00' e = 0.19' SSD = 137' K = 10.65 Elev 4940.12 Off 0.00 STA 134+00.00 EOP_SW Elev 4939.95 Off 0.00 STA 134+25.00 EOP_SW Elev 4939.80 Off 0.00 STA 134+50.00 EOP_SW Elev 4939.67 Off 0.00 STA 134+75.00 EOP_SW Elev 4939.54 Off 0.00 STA 135+00.00 EOP_SW Elev 4939.39 Off 0.00 STA 135+25.00 EOP_SW Elev 4938.95 Off 0.00 STA 135+50.00 EOP_SW Elev 4938.44 Off 0.00 STA 135+75.00 EOP_SW Elev 4938.36 Off 0.00 STA 136+00.00 EOP_SW Elev 4941.46 Off -0.00 STA 136+08.53 EOP_SW 13 4 + 00 135 + 00 136 + 00 P C 134 + 50 . 12 P CC 1 3 4 + 8 7 . 28 P C C 1 3 5 + 6 4 . 3 4 P T 136 + 0 8 . 5 3 P I 135 + 46.6 4 MATCH LINE 134+00 M A T C H L I N E 134 + 00 0' 10' 20' 40' P C 134 + 50.12 P I 1 3 4 + 0 4 . 1 3 C922 OF 122 SHEETS CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 12:35:21 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - EOP SW (1 OF 2) GROUND EXISTING PLAN VIEW EOP SW GRADE AT EOP PROPOSED OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE 4930 4935 4940 4945 4950 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 VPI=130+00.00 EL.=4940.43' VPC=131+27.67 EL.=4941.30' VPI=132+03.86 EL.=4941.82' VPT=132+80.05 EL.=4941.13' VPC=133+27.82 EL.=4940.70' 0 . 6 8 % - 0.90 % V.C. = 152.38' e = -0.30' SSD = 759' K = 96.36 V.C. = 150.00' e = 0.07' SSD = 1418' K = 375.00 Elev 4940.43 Off -0.00 STA 130+00.28 EOP_SW Elev 4940.60 Off 0.00 STA 130+25.00 EOP_SW Elev 4940.77 Off 0.00 STA 130+50.00 EOP_SW Elev 4940.94 Off 0.00 STA 130+75.00 EOP_SW Elev 4941.11 Off 0.00 STA 131+00.00 EOP_SW Elev 4941.28 Off 0.00 STA 131+25.00 EOP_SW Elev 4941.43 Off -0.00 STA 131+50.00 EOP_SW Elev 4941.51 Off 0.00 STA 131+75.00 EOP_SW Elev 4941.52 Off 0.00 STA 132+00.00 EOP_SW Elev 4941.47 Off 0.00 STA 132+25.00 EOP_SW Elev 4941.36 Off 0.00 STA 132+50.00 EOP_SW Elev 4941.18 Off 0.00 STA 132+75.00 EOP_SW Elev 4940.95 Off 0.00 STA 133+00.00 EOP_SW Elev 4940.73 Off 0.00 STA 133+25.00 EOP_SW Elev 4940.51 Off 0.00 STA 133+50.00 EOP_SW Elev 4940.31 Off 0.00 STA 133+75.00 EOP_SW 131 + 00 133 + 00 13 4 + 0 0 P T 130 + 10 . 16 P C 131 + 62 . 12 P CC 131 + 86 . 19 P T 132 + 97 . 06 P I 133 + 64 . 13 MATCH LINE 134+00 M A T C H L I N E 134 + 00 0' 10' 20' 40' P I 133 + 64.13 133 + 00 P T 132 + 97.06 P I 132 + 05 . 93 132 + 00 P CC 131 + 86 . 1 9 P C 130 + 00 . 28 130 + 00 P I 130 + 05.22 P T 130 + 10 . 16 131 + 00 P C 131 + 62 . 12 C921 OF 122 SHEETS 8 + 47 . 09 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 12:30:03 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - EOP NW (2 OF 2) GROUND EXISTING PLAN VIEW EOP NW OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE GRADE AT EOP PROPOSED V.C. = 40.00' e = -0.06' SSD = 961' K = 34.88 S W W S 4940 4925 4930 4935 4940 4945 145+50 146+00 146+50 147+00 147+50 148+00 148+50 VPC=145+01.63 EL.=4939.50' VPI=145+16.64 EL.=4939.32' VPT=145+31.65 EL.=4939.47' VPC=145+54.84 EL.=4939.70' VPI=145+89.84 EL.=4940.05' VPT=146+24.84 EL.=4939.59' VPC=146+25.35 EL.=4939.59' VPI=146+45.35 EL.=4939.33' VPT=146+65.35 EL.=4938.84' VPI=146+75.64 EL.=4938.58' VPC=146+92.40 EL.=4938.25' VPI=147+22.40 EL.=4937.65' VPT=147+52.40 EL.=4937.87' VPI=147+89.97 EL.=4938.16' VPI=148+05.32 EL.=4938.31' -1.20% 1 . 0 0 % -1.30% - 2.45 % - 2 . 00 % 0 . 75 % 1 . 00 % V.C. = 30.02' e = 0.08' SSD = 518' K = 13.65 V.C. = 70.00' e = -0.20' SSD = 504' K = 30.39 V.C. = 60.00' e = 0.21' SSD = 283' K = 21.82 Elev 4939.52 Off 0.00 STA 145+00.00 EOP_NW Elev 4939.42 Off -0.00 STA 145+25.00 EOP_NW Elev 4939.65 Off 0.00 STA 145+50.00 EOP_NW Elev 4939.84 Off 0.00 STA 145+75.00 EOP_NW Elev 4939.82 Off 0.00 STA 146+00.00 EOP_NW Elev 4939.59 Off 0.00 STA 146+25.00 EOP_NW Elev 4939.18 Off -0.00 STA 146+50.00 EOP_NW Elev 4938.60 Off -0.00 STA 146+75.00 EOP_NW Elev 4938.11 Off 0.00 STA 147+00.00 EOP_NW Elev 4937.84 Off 0.00 STA 147+25.00 EOP_NW Elev 4937.86 Off -0.00 STA 147+50.00 EOP_NW Elev 4938.04 Off -0.00 STA 147+75.00 EOP_NW Elev 4938.26 Off -0.00 STA 148+00.00 EOP_NW 145 + 00 146 + 00 1 47 + 00 1 4 8 + 00 P T 146 + 13 . 10 P C 146 + 43 . 31 P CC 147 + 28 . 67 P T 1 4 7 + 5 3. 12 P C 147 + 93 . 12 P T 148 + 0 5 . 3 0 P I 145 + 2 3 . 0 6 P I 14 6 + 90 . 5 2 P I 14 7 + 9 9 . 2 1 MATCH LINE 145+00 0' 10' 20' 40' M A T C H L I N E 145 + 00 C920 OF 122 SHEETS PI 35+37.18 PC 34+64.08 C C S C S TELE HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:47:39 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES CEF BSH AS NOTED 02/10/2016 DMZ PROFILE - EOP NW (1 OF 2) GROUND EXISTING PLAN VIEW EOP NW OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE GRADE AT EOP PROPOSED 4925 4930 4935 4940 4945 4950 140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 VPC=140+02.80 EL.=4940.13' VPI=140+50.30 EL.=4940.37' VPT=140+97.80 EL.=4940.76' VPC=141+55.57 EL.=4941.23' VPI=142+33.35 EL.=4941.87' VPT=143+11.13 EL.=4941.19' VPC=143+69.17 EL.=4940.69' VPI=143+91.67 EL.=4940.50' VPT=144+14.17 VPC=144+16.24 EL.=4940.38' EL.=4940.37' VPI=144+38.74 EL.=4940.25' VPT=144+61.24 EL.=4939.98' 0.50% 0.82 % - 0 . 86 % -0.52% - 1 . 20 % V.C. = 95.00' e = 0.04' SSD = 1154' K = 300.06 V.C. = 155.56' e = -0.33' SSD = 720' K = 92.53 V.C. = 45.00' e = 0.02' SSD = 552' K = 130.61 V.C. = 45.00' e = -0.04' SSD = 1609' K = 66.18 Elev 4940.12 Off 0.00 STA 140+00.00 EOP_NW Elev 4940.25 Off 0.00 STA 140+25.00 EOP_NW Elev 4940.41 Off 0.00 STA 140+50.00 EOP_NW Elev 4940.58 Off -0.00 STA 140+75.00 EOP_NW Elev 4940.78 Off 0.00 STA 141+00.00 EOP_NW Elev 4940.98 Off -0.00 STA 141+25.00 EOP_NW Elev 4941.19 Off 0.00 STA 141+50.00 EOP_NW Elev 4941.37 Off 0.00 STA 141+75.00 EOP_NW Elev 4941.49 Off 0.00 STA 142+00.00 EOP_NW Elev 4941.54 Off 0.00 STA 142+25.00 EOP_NW Elev 4941.52 Off -0.00 STA 142+50.00 EOP_NW Elev 4941.44 Off -0.00 STA 142+75.00 EOP_NW Elev 4941.28 Off 0.00 STA 143+00.00 EOP_NW Elev 4941.07 Off 0.00 STA 143+25.00 EOP_NW Elev 4940.86 Off 0.00 STA 143+50.00 EOP_NW Elev 4940.64 Off 0.00 STA 143+75.00 EOP_NW Elev 4940.46 Off 0.00 STA 144+00.00 EOP_NW Elev 4940.32 Off 0.00 STA 144+25.00 EOP_NW Elev 4940.11 Off -0.00 STA 144+50.00 EOP_NW Elev 4939.82 Off 0.00 STA 144+75.00 EOP_NW 1 4 0 + 00 141 + 00 142 + 00 143 + 00 144 + 0 0 145 + 00 P C 1 41 + 96 . 4 6 P RC 142 + 07 . 11 P T 143 + 91 . 62 P C 144 + 3 1 . 6 2 P I 142 + 01 . 79 P I 142 + 99 . 58 MATCH LINE 145+00 0' 10' 20' 40' M A T C H L I N E 145 + 00 P C 14 4 + 3 1 . 6 2 144 + 0 0 P T 143 + 91 . 62 143 + 00 P I 142 + 99 . 58 P RC 142 + 07 . 11 P I 142 + 01 . 79 P C 141 + 96 . 46 142 + 00 141 + 00 1 40 + 00 P I 140 + 00 . 13 P O B 139 + 88 . 00 33 + 00 34 + 00 35 + 00 36 + 00 37 + 00 C919 OF 122 SHEETS 41 + 05 . 61 P C 39 + 59. 7 3 P O B 9 + 89 . 57 P T 38 + 77 .65 P C 10 + 49 . 50 P I 3 8 + 47 . 09 P C 3 8 + 1 4 . 3 1 43 + 00 D C ON T R O L I RR A C A C A C A C A C A C C O N T R O L I RR A C A C W V HOUSE CLUB D U F F D R I V E W E B S TE R A V E NU E I N T E R N A T I ON A L B OU L E VA R D C O T T AG E D R I V E N O R T H C L U B H O U S E D R I V E L I N C O L N A V E N U E LE M A Y AV E NU E C O T T A G E D R I V E S O U T H C L U B H O U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 12:20:00 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles EOP ISLAND PROFILES PROFILE - EOP SE CEF BSH AS NOTED 02/10/2016 DMZ EXISTING GROUND PLAN VIEW EOP SE KEYMAP OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE GRADE AT EOP PROPOSED 4930 4935 4940 4945 4930 4935 4940 4945 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 Elev 4938.22 Off -0.00 STA 120+00.00 EOP_SE Elev 4938.18 Off 0.00 STA 120+25.00 EOP_SE Elev 4938.53 Off 0.00 STA 120+50.00 EOP_SE Elev 4938.78 Off 0.00 STA 120+75.00 EOP_SE Elev 4938.62 Off 0.00 STA 121+00.00 EOP_SE Elev 4938.37 Off -0.00 STA 121+25.00 EOP_SE Elev 4938.12 Off 0.00 STA 121+50.00 EOP_SE Elev 4937.90 Off -0.00 STA 121+75.00 EOP_SE Elev 4937.67 Off 0.00 STA 122+00.00 EOP_SE Elev 4937.45 Off 0.00 STA 122+25.00 EOP_SE Elev 4937.23 Off 0.00 STA 122+50.00 EOP_SE Elev 4937.02 Off 0.00 STA 122+75.00 EOP_SE Elev 4936.84 Off 0.00 STA 123+00.00 EOP_SE Elev 4936.68 Off 0.00 STA 123+25.00 EOP_SE Elev 4936.55 Off 0.00 STA 123+50.00 EOP_SE Elev 4936.43 Off -0.00 STA 123+75.00 EOP_SE VPC=120+00.00 EL.=4938.22' VPI=120+20.00 EL.=4938.02' VPT=120+40.00 EL.=4938.36' VPC=120+51.74 EL.=4938.56' VPI=120+71.74 EL.=4938.91' VPT=120+91.74 EL.=4938.71' VPI=121+53.58 EL.=4938.09' VPC=122+45.16 EL.=4937.27' VPI=122+95.16 EL.=4936.83' VPT=123+45.16 EL.=4936.58' VPI=123+76.72 EL.=4936.42' 1 . 7 2 % - 1 . 00 % - 0 . 89 % - 0 . 50 % V.C. = 40.00' e = 0.14' SSD = 263' K = 14.72 V.C. = 40.00' e = -0.14' SSD = 417' K = 14.72 V.C. = 100.00' e = 0.05' SSD = 996' K = 255.22 L I N C O L N AV E NU E 121 + 00 122 + 00 123 + 00 P C 120 + 00 . 00 P C C 120 + 30 . 45 P C C 120 + 83 . 63 P T 12 1 + 5 4 . 2 5 P C 121 + 94 . 25 P T 12 2 + 5 4 . 5 7 P C 123 + 57 . 45 P T 12 3 + 76 . 72 P I 12 0 + 6 2 . 4 6 P I 122 + 24 . 41 P I 1 23 + 67 . 12 0' 10' 20' 40' C918 OF 122 SHEETS . 4 2 HOUSE CLUB DU FF D R I V E W E B S T E R AV E NU E I N T E R N A T I O NA L B O U L E VA R D C O TT A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N AV E N U E LE M A Y AV E N U E C O T T A G E D R I V E S O U T H C L U B H O U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 1:38:18 PM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES PROFILE - EOP NE CEF BSH AS NOTED 02/10/2016 DMZ PLAN VIEW COUNCIL BY RESOLUTION) NAME TO BE DETERMINED BY CITY INTERNATIONAL BLVD. (FINAL EXISTING GROUND EOP NE GRADE AT EOP PROPOSED OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE 0' 10' 20' 40' M A T C H L I N E 113 + 00 4925 4930 4935 4940 4945 113+00 113+50 114+00 114+50 115+00 VPC=113+07.10 EL.=4938.73' VPI=113+27.10 EL.=4938.45' VPT=113+47.10 EL.=4938.35' VPC=114+23.38 EL.=4937.97' VPI=114+43.38 EL.=4937.87' VPT=114+63.38 EL.=4938.07' VPI=114+87.41 EL.=4938.31' - 1 . 39 % - 0 . 50 % 1 . 0 0 % V.C. = 40.00' e = 0.04' SSD = 234' K = 44.86 V.C. = 40.00' e = 0.07' SSD = 160' K = 26.67 Elev 4938.83 Off -0.00 STA 113+00.00 EOP_NE Elev 4938.52 Off -0.00 STA 113+25.00 EOP_NE Elev 4938.34 Off -0.00 STA 113+50.00 EOP_NE Elev 4938.21 Off -0.00 STA 113+75.00 EOP_NE Elev 4938.09 Off -0.00 STA 114+00.00 EOP_NE Elev 4937.96 Off 0.00 STA 114+25.00 EOP_NE Elev 4937.97 Off -0.00 STA 114+50.00 EOP_NE Elev 4938.19 Off -0.00 STA 114+75.00 EOP_NE 114 + 00 P T 113 + 83.40 P C 114 + 2 3 . 4 0 P T 114 + 87 . 41 P I 114 + 55 . 42 MATCH LINE 113+00 - 1 . 40 % P C 10 + 4 9 . 50 P I 12 + 2 5 . 42 C917 OF 122 SHEETS 7 3 P I 41 + 05 . 61 P C 39 + 59 . 73 P O B 9 + 89.57 P T 38 + 77 . 65 P C 10 + 49 . 50 P I 38 + 47.09 43 + 00 W V HOUSE CLUB DU FF D R I V E W E B S T E R AV E NU E I N T E R N A T I O NA L B O U L E VA R D C O TT A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N AV E N U E LE M A Y AV E N U E C O T T A G E D R I V E S O U T H C L U B H O U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 11:54:34 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\EOP Island Profiles KEYMAP EOP ISLAND PROFILES PROFILE - EOP NE CEF BSH AS NOTED 02/10/2016 DMZ EXISTING GROUND PLAN VIEW GRADE AT EOP PROPOSED EOP NE OF PAVEMENT/CURB LIP PROFILES ARE TO EDGE 4925 4930 4935 4940 4945 110+00 110+50 111+00 111+50 112+00 112+50 VPI=110+00.00 EL.=4936.19' VPC=110+09.62 EL.=4936.29' VPI=110+57.12 EL.=4936.79' VPT=111+04.62 EL.=4937.20' VPC=111+61.71 EL.=4937.70' VPI=111+94.21 EL.=4937.98' VPT=112+26.71 VPC=112+30.16 EL.=4938.63' EL.=4938.70' VPI=112+62.66 EL.=4939.35' VPT=112+95.16 EL.=4938.90' 1 . 0 5 % 0 . 87 % 2.00% - 1 . 39 % V.C. = 95.00' e = -0.02' SSD = 5913' K = 516.35 V.C. = 65.00' e = 0.09' SSD = 282' K = 57.38 V.C. = 65.00' e = -0.28' SSD = 351' K = 19.16 Elev 4936.45 Off -0.00 STA 110+25.00 EOP_NE Elev 4936.70 Off -0.00 STA 110+50.00 EOP_NE Elev 4936.94 Off -0.00 STA 110+75.00 EOP_NE Elev 4937.16 Off -0.00 STA 111+00.00 EOP_NE Elev 4937.38 Off -0.00 STA 111+25.00 EOP_NE Elev 4937.60 Off -0.00 STA 111+50.00 EOP_NE Elev 4937.83 Off -0.00 STA 111+75.00 EOP_NE Elev 4938.16 Off -0.00 STA 112+00.00 EOP_NE Elev 4938.60 Off -0.00 STA 112+25.00 EOP_NE Elev 4938.99 Off 0.00 STA 112+50.00 EOP_NE Elev 4939.07 Off -0.00 STA 112+75.00 EOP_NE Elev 4938.83 Off -0.00 STA 113+00.00 EOP_NE 110 + 00 111 + 00 112 + 00 P C 110 + 4 0.00 P CC 1 1 1 + 83 . 2 9 P CC 112 + 99 . 15 P I 1 1 2 + 63 . 82 M A T C H L I N E 113 + 00 MATCH LINE 113+00 - 1 . 40 % P C 3 8 + 14 . 3 1 P C 1 0 + 49 . 50 0' 10' 20' 40' P O B 9 + 89 . 5 7 P T 3 8 + 77 . 6 5 P C 39 + 59 . 73 C916 OF 122 SHEETS City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 4935 4 93 5 4935 4935 4935 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 11:07:13 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Plan & Profile Sheet_04 PLAN VIEW PROFILE VIEW PLAN & PROFILE SHEET ROADWAY DZ CEF BSH AS NOTED 02/10/2016 KEYMAP 17 ' 14 ' 6' 11' 10' CONC. SIDEWALK (6 INCH) CURB AND GUTTER TYPE 2 CONCRETE CURB RAMP AT BACK OF WALK PROPOSED ROW PROPOSED BIKE RAMP 6' CONC. SIDEWALK (6 INCH) 10' CONC. SIDEWALK (6 INCH) CONCRETE CURB RAMP CURB AND GUTTER TYPE 2 PROPOSED BIKE RAMP AT BACK OF WALK PROPOSED ROW 6' CONC. SIDEWALK (6 INCH) CURB AND GUTTER TYPE 1 EXISTING GROUND Rt. 24.00 11+76.83 ANGLE POINT Lt. 19.00 11+86.48 ANGLE POINT Lt. 24.00 12+26.98 ANGLE POINT Rt. 21.97 11+37.72 ANGLE POINT PROFILE SHEETS C916-C922 EDGE OF PAVEMENT FOR EDGE OF PAVEMENT PROFILES, SEE LIP ELEV=4938.68 FL ELEV=4938.73 FL ELEV=4938.73 LIP ELEV=4938.68 MATCH LINE STA 12+39.45 ROUNDABOUT ICD PROPOSED GRADE INTERNATIONAL BLVD C I T Y C OUN C I L B Y R E S O L U T I O N ) ( F I NA L N A M E T O B E D ETE R M I N E D B Y I N TE R NA T I ONA L B O U LE V A R D 4920 4940 4960 10+00 11+00 12+00 13+00 14+00 Elev 4939.46 Off 0.00 STA 10+50.00 International Elev 4938.64 Off -0.00 STA 11+00.00 International Elev 4938.22 Off -0.00 STA 11+50.00 International Elev 4938.45 Off 0.00 STA 12+00.00 International VPI=10+07.83 EL.=4940.15' VPC=10+95.15 EL.=4938.72' VPI=11+45.15 EL.=4937.90' VPT=11+95.15 EL.=4938.40' - 1 . 64 % 1 . 0 0 % V.C. = 100.00' e = 0.33' SSD = 373' K = 37.89 VPI=12+81.61 EL.=4939.27' 0' 10' 20' 40' M A T C H L I N E S T A 1 2 + 3 9.45 M A T C H L I N E S T A 10 + 9 4 . 54 4960 4940 4920 9+50 EL.=4939.27' VPI=12+81.61 4935 4935 C915 OF 122 SHEETS . 73 P I 41 + 05 . 61 43 + 00 F E S F E S F E S W V W V W V C D V A U LT ELE C D D G C O N T R O L I RR A C A C A C A C A C A C C ON T R O L I RR 4 9 30 4930 4930 4930 4930 4930 4 930 4930 4930 4930 4 93 0 4930 4930 4930 4 935 4935 4 9 35 49 3 5 4935 493 5 49 35 4935 4935 4935 4935 4935 4935 4935 493 5 4 9 3 5 4935 49 35 4 9 3 5 4935 4935 49 3 5 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 11:04:18 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Plan & Profile Sheet_03 13 ' 18 ' L I N C O L N AV E PLAN & PROFILE SHEET ROADWAY PLAN VIEW PROFILE VIEW DZ CEF BSH AS NOTED 02/10/2016 KEYMAP 10 ' 10.5 ' 12 ' 12 ' 6 ' R R 492 ' 100 ' R 1099 ' R 1081 ' R 1069 ' R 1 0 5 6 ' R 10 0 ' R 1033 ' R CURB AND GUTTER TYPE 2 19.0' LT STA 42+09.23, ANGLE POINT PROPOSED BIKE RAMP EXISTING ROW TYPE 3 BARRICADE END SIDEWALK STA 42+49.73, 36.00' LT 6' CONC. SIDEWALK (6 INCH) MATCH EXISTING SIDEWALK STA 41+61.90, 55.26' RT CURB AND GUTTER TYPE 2 ANGLE POINT STA 41+32.03, 24.0' RT CURB AND GUTTER TYPE 1 SAWCUT MATCH EXISTING EOP STA 42+49.72, 36.00' RT STA 43+56.86 MATCH EXISTING EXISTING GROUND PROFILE SHEETS C916-C922 EDGE OF PAVEMENT FOR EDGE OF PAVEMENT PROFILES, SEE EDGE OF ASPHALT SHOULDER EDGE OF PAVEMENT 528 ' PROPOSED GRADE LINCOLN AVE (6 INCH) SIDEWALK 10' CONC. ANGLE POINT STA 42+49.73, 24.0' LT 4920 4940 4960 4920 4940 4960 41+00 42+00 43+00 44+00 45+00 46+00 VPI=42+49.62 EL.=4936.72' - 0.85 % Elev 4937.99 Off 0.00 STA 41+00.00 Lincoln Elev 4937.56 Off 0.00 STA 41+50.00 Lincoln Elev 4937.14 Off 0.00 STA 42+00.00 Lincoln 0' 10' 20' 40' M A T C H L I N E S T A 41 + 00 4930 4935 49 35 C914 OF 122 SHEETS . 09 P C 38 + 14.31 P T 3 6 + 1 0. 0 5 No. Revisions: By: Date: REVIEW ED BY: DESIGNED BY: DRAW N BY: SCALE: 939-001 PROJECT: Sheet CAPSTONE COTTAGES Company the employ of W ilson & Professional Engineer in and sealed by a construction unless signed be used for any type of Company and are not to provided by W ilson & instruments of service DATE: These drawings are City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner W V C C 493 5 4935 49 3 5 4935 4 9 3 5 4935 4 9 3 5 49 3 5 49 3 5 4935 4 9 35 4 935 4935 4935 4935 4935 4 935 4935 4 9 35 4935 4935 4935 4935 4935 4935 4935 4935 4 9 4 0 49 4 0 4940 4940 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 cefisher 10:58:17 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Plan & Profile Sheet_02 PLAN VIEW PROFILE VIEW PLAN & PROFILE SHEET ROADWAY ROUNDABOUT ICD 20 . 55 ' EXISTING WALK E X I S T I NG W A L K 20 ' 2 1 . 0 1 ' DZ CEF BSH AS NOTED 02/10/2016 KEYMAP ~ ~ 12 ' 6 ' 13 ' 12 ' 12 ' 10 . 5 ' 10 ' 9 . 5 ' 6 ' 2 0 ' 20 ' 12 ' 11.16' 10.91' 13 . 07 ' 17 . 15 ' 1 7 . 9 3 ' 16.84 ' 17.49 ' 16 . 3 5 ' 18 ' 13 ' 18 ' 1 8 ' 1 09 9 ' R 600 ' R 600 ' R 100 ' R 100 ' R 60 ' R 250 ' R 75 ' R 60 ' R 500 ' R 10 9 9 ' R 1081 ' R 5 0 0 ' R 1 00 ' R 500 ' R 5 5 ' R 75 ' R 50 0 ' R 75' R 1 0 0 ' R 900.13 ' R CURB AND GUTTER TYPE 1 24.0' RT STA 36+77.13, ANGLE POINT PROPOSED BIKE RAMP 6' CONC. SIDEWALK (6 INCH) PAVEMENT BEGIN CONCRETE ASPHALT PAVEMENT, STA 36+10.05 END 22.38' LT STA 36+69.65, ANGLE POINT PROPOSED BIKE RAMP ANGLE POINT STA 37+09.06, 15.55' LT CURB AND GUTTER TYPE 1 10' CONC. SIDEWALK (6 INCH) EXISTING ROW AT BACK OF WALK PROPOSED ROW CONCRETE CURB RAMP CURB AND GUTTER TYPE 2 19.0' RT STA 37+16.81, ANGLE POINT CURB AND GUTTER TYPE 2 CURB RAMP CONCRETE CONCRETE CURB RAMP CURB MEDIAN (SPECIAL) CONCRETE PAVEMENT (DAVIS COLOR XXXX) TRUCK APRON CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 2 MATCH EXISTING SIDEWALK STA 38+99.74, 118.10' RT MATCH EXISTING EOP STA 39+07.82, 115.44' RT SAWCUT MATCH EXISTING EOP STA 39+29.15, 108.76' RT MATCH EXISTING SIDEWALK STA 39+37.49, 106.28' RT CURB AND GUTTER TYPE 2 EXISTING ROW 10' CONC. SIDEWALK (6 INCH) CONCRETE CURB RAMP CURB RAMP CONCRETE MEDIAN DETAIL B CURB AND GUTTER TYPE 1 23.30' RT STA 40+33.89, ANGLE POINT PROPOSED BIKE RAMP ANGLE POINT STA 40+73.03, 24.00' RT INTERNATIONAL BLVD. POB STA 9+89.99 LINCOLN AVE STA 39+23.02 = AT BACK OF WALK PROPOSED ROW CONCRETE CURB RAMP 10' CONC. SIDEWALK (6 INCH) CURB AND GUTTER TYPE 1 L I N C O L N AV E . L I N C O L N AV E . EXISTING GROUND 1069 ' R 98 ' R 133 . 89 ' R 6 ' CURB AND GUTTER TYPE 1 SIDEWALK (6 INCH) 6' CONC. PROFILE SHEETS C916-C922 EDGE OF PAVEMENT FOR EDGE OF PAVEMENT PROFILES, SEE PROPOSED GRADE LINCOLN AVE R 102 . 07 ' (6 INCH) SIDEWALK 6' CONC. (6 INCH) SIDEWALK 10' CONC. 1081 . 27 ' R RUN APTS BUFFALO 4920 4940 4960 4920 4940 4960 35+80 36+00 37+00 38+00 39+00 40+00 41+00 VPT=35+98.69 EL.=4941.62' VPC=38+04.01 EL.=4939.77' VPI=38+24.01 EL.=4939.59' VPT=38+44.01 EL.=4939.99' VPI=38+59.56 EL.=4940.30' VPI=39+64.24 EL.=4939.44' VPC=39+77.24 EL.=4939.22' VPI=40+02.24 EL.=4938.82' VPT=40+27.24 EL.=4938.61' - 0.90 % 1 . 98 % - 0 . 83 % - 1 . 62 % - 0.85 % V.C. = 155.56' e = -0.27' SSD = 849' K = 111.11 V.C. = 40.00' e = 0.14' SSD = 228' K = 13.88 V.C. = 50.00' e = 0.05' SSD = 311' K = 65.06 Elev 4941.61 Off 0.00 STA 36+00.00 Lincoln Elev 4941.16 Off 0.00 STA 36+50.00 Lincoln Elev 4940.71 Off 0.00 STA 37+00.00 Lincoln Elev 4940.26 Off 0.00 STA 37+50.00 Lincoln Elev 4939.81 Off 0.00 STA 38+00.00 Lincoln Elev 4940.11 Off 0.00 STA 38+50.00 Lincoln Elev 4939.97 Off 0.00 STA 39+00.00 Lincoln Elev 4939.55 Off -0.00 STA 39+50.00 Lincoln Elev 4938.90 Off 0.00 STA 40+00.00 Lincoln Elev 4938.41 Off 0.00 STA 40+50.00 Lincoln 0' 10' 20' 40' M A T C H L I N E S T A 35 + 80 M A T C H L I N E S T A 41 + 00 MATCH LINE STA 10+94.54 4940 4940 494 0 4940 4940 4940 4940 4 9 40 4 9 4 0 4 9 40 4940 4940 4940 49 40 4940 4940 4940 4940 4940 4940 4940 4940 4940 C913 OF 122 SHEETS Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner D D D T S D D VAULT ELEC D C.O. S C S AC AC AC TELE AC AC AC CABLE VAULT ELEC VAULT ELEC 494 0 4940 494 0 4 9 4 0 4 9 4 0 4940 49 4 0 4 9 4 0 494 0 494 0 4940 4940 4940 4940 4940 4940 4940 49 40 4940 49 40 4 94 0 4940 4940 49 4 0 4940 4940 4940 4 940 4 94 0 4940 4 940 4940 4940 4940 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N TE R N A T I ONA L B O U L E V A R D C O T T A G E D R I V E N O R T H C L U B HOU S E D R I V E L I N C O L N A V E NU E L E M AY AV E N U E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 10:19:53 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Plan & Profile Sheet_01.dgn 18 ' EXISTING EASEMENT LINCOLN AVE PLAN VIEW PROFILE VIEW PLAN & PROFILE SHEET ROADWAY 1 8 ' EXISTING ROW DZ CEF BSH AS NOTED 02/10/2016 KEYMAP 12 ' R 7 5 ' R 100 ' 9 . 5 ' R 1 0 0 ' STA 32+83.10, 49.71' LT BEGIN CURB AND GUTTER CONCRETE CURB RAMP 6 ' C O N CR E TE S I D E W A L K CURB AND GUTTER TYPE 2 AT BACK OF WALL PROPOSED ROW EXISTING ROW CURB AND GUTTER TYPE 1 CURB RAMP CONCRETE EXISTING EASEMENT EXISTING ROW STA 33+12.62, 51.62' RT MATCH EXISTING SIDEWALK STA 33+10.60, 39.62' RT MATCH EXISTING EOP EXISTING ROW CONCRETE CURB RAMP STA 32+95.65, 10.19' RT MATCH EXISTING MEDIAN STA 32+95.61, 4.06' RT MATCH EXISTING MEDIAN SAWCUT SAWCUT CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 1 EXISTING GROUND 10 ' R 1042 ' R 108 1 ' R 1069 ' R 1051 ' R 6 ' SIDEWALK CONCRETE PROFILE SHEETS C916-C922 EDGE OF PAVEMENT FOR EDGE OF PAVEMENT PROFILES, SEE STA 35+63.81, 77.54' RT MATCH EXISTING SIDEWALK SIDEWALK CONCRETE E X I S T I NG W A L K R 98 ' PROPOSED GRADE LINCOLN AVE R 10 9 9 ' CURB RAMP CONCRETE C O LLE G I A TE D R DRIVEWAY CONCRETE IR TS 36 " RC P 4920 4940 4960 4920 4940 4960 30+70 31+00 32+00 33+00 34+00 35+00 35+80 VPI=31+23.78 EL.=4940.71' VPC=31+76.96 EL.=4940.82' VPI=32+51.96 EL.=4940.98' VPT=33+26.96 EL.=4941.35' VPC=34+43.14 EL.=4941.93' VPI=35+20.92 EL.=4942.32' 0.21% 0.50% V.C. = 150.00' e = 0.05' SSD = 1922' K = 518.35 V.C. = 155.56' e = -0.27' SSD = 849' K = 111.11 Elev 4940.76 Off 0.00 STA 31+50.00 Lincoln Elev 4940.87 Off 0.00 STA 32+00.00 Lincoln Elev 4941.03 Off 0.00 STA 32+50.00 Lincoln Elev 4941.22 Off 0.00 STA 33+00.00 Lincoln Elev 4941.47 Off -0.00 STA 33+50.00 Lincoln Elev 4941.72 Off 0.00 STA 34+00.00 Lincoln Elev 4941.97 Off 0.00 STA 34+50.00 Lincoln Elev 4942.07 Off 0.00 STA 35+00.00 Lincoln Elev 4941.95 Off 0.00 STA 35+50.00 Lincoln 0' 10' 20' 40' M A T C H L I N E S T A 35 + 80 4 9 40 4940 49 40 4940 4940 4940 OF 122 SHEETS C912 U E I N T E R NA T I O N A L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H OU S E D R I V E L I N C O L N AV E N U E L E M A Y AV E N U E C O T T AG E D R I V E S OU T H C L U B HOU S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 8:41:20 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Pavement Details Sheet (SEE PAVEMENT DETAIL) CONCRETE PAVEMENT PAVEMENT DETAIL) ASPHALT PAVEMENT (SEE PAVEMENT DETAILS SHEET (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (DAVIS TILE COLOR XXX) CONCRETE PAVEMENT CEF BSH 02/10/2016 AS NOTED KEYMAP LEGEND DMZ CONCRETE PAVEMENT (8.5 INCH) 370.78 SY CONCRETE PAVEMENT (8.5 INCH) 338.44 SY ASPHALT PAVEMENT 709.47 SY CONCRETE PAVEMENT (8.5 INCH) 235.82 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 20.35 SY (DAVIS COLOR XXX) TRUCK APRON, CONCRETE PAVEMENT (8 INCH) 401.47 SY CONCRETE PAVEMENT (8.5 INCH) 208.42 SY CONCRETE PAVEMENT (8.5 INCH) 111.03 SY (DAVIS COLOR XXX) CONCRETE PAVEMENT (8 INCH) 3.71 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 20.80 SY (DAVIS COLOR XXX) CONCRETE PAVEMENT (8 INCH) 3.98 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 20.79 SY (8.5 INCH) 231.47 SY CONCRETE PAVEMENT (8.5 INCH) 180.59 SY CONCRETE PAVEMENT (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 20.76 SY CONCRETE PAVEMENT 1534.44 SY ASPHALT PAVEMENT 927.93 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 21.28 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 22.83 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 19.58 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (8.5 INCH) 19.92 SY ASPHALT PAVEMENT 765.68 SY L I N C O L N AV E R UN A P T S B U FF A L O D E TE R M I N E D B Y C I T Y C OUN C I L B Y R E S O L U T I O N ) I N TE R NA T I ONA L B L VD ( F I N A L N A M E T O B E W E B S TE R AV E C O LLE G I A TE D R STA 41+32.03 END CONCRETE PAVEMENT STA 36+10.05 BEGIN CONCRETE PAVEMENT 11 + 00 12 + 00 13 + 00 10 + 00 33 + 00 34 + 00 3 5 + 00 3 6 + 0 0 37 + 00 38 + 00 3 9 + 0 0 4 0 + 0 0 42 + 00 P T 42 + 4 9 . 73 P I 41 + 0 5 . 61 P C 3 9 + 5 9.73 P O B 9 + 8 9 . 5 7 P T 3 8 + 77 . 65 P C 1 0 + 4 9. 5 0 P I 12 + 25 . 42 P T 13 + 98 . 65 P I 38 + 47 . 09 P C 38 + 14 . 3 1 P T 36 + 10 . 05 P I 35 + 3 7 . 1 8 P C 3 4 + 6 4 . 0 8 43 + 00 0' 20' 40' 80' C911 OF 122 SHEETS I 41 + 05.61 43 + 00 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E GEOMETRIC DETAIL SHEET KEYMAP DZ CEF BSH AS NOTED 02/10/2016 DZ CEF BSH AS NOTED 02/10/2016 DZ CEF BSH AS NOTED 02/10/2016 SE EOP E ISLAND RT LINCOLN AVE E ISLAND LT NE EOP L I N C O L N AV E STA 42+49.70, 39.40' RT LINCOLN AVE. STA 123+76.72 EOP SE= STA 42+49.73, 24.00' LT LINCOLN AVE. STA 110+00.00 EOP NE= STA 42+29.25, 6.00' RT LINCOLN AVE. STA 2+48.33 E ISLAND RT= STA 42+29.26, 6.00' LT LINCOLN AVE. STA 2+68.28 E ISLAND LT= FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 11:13:08 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Geometry Sheet_03.dgn 0' 10' 20' 40' M A T C H L I N E S T A 41 + 00 2. CONTOURS SHOWN ON THIS SHEET ARE 1' MAJOR, 0.2' MINOR CONTOURS 1. FOR EDGE OF PAVEMENT ELEVATIONS, SEE C916-C930 EDGE OF PAVEMENT PROFILE SHEETS NOTES: 123 + 00 P T 122 + 54 . 57 P C 123 + 5 7 . 45 P T 123 + 7 6 . 72 P I 122 + 24 . 41 P I 123 + 67 . 12 111 + 0 0 P O B 110 + 00 . 00 P C 110 + 40 . 00 2 + 00 P T 2 + 4 8 . 3 3 P I 1 + 60.66 2 + 00 P R C 1 + 38 . 07 P RC 2 + 67 . 71 P I 2 + 02 . 97 4936 4937 4937 4 937 493 7 C910 OF 122 SHEETS 00 3 9 + 0 0 4 0 + 0 0 P I 41 + 0 5 . 6 1 P C 3 9 + 5 9.73 P O B 9 + 8 9 . 5 7 P T 38 + 77 .65 P C 10 + 49 . 50 P I 12 + 25 . 42 P I 38 + 47 . 09 P C 38 + 14 . 31 P T 3 6 + 10 . 0 5 HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 11:10:53 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Geometry Sheet_02.dgn L I N C O L N AV E GEOMETRIC DETAIL SHEET KEYMAP DZ CEF BSH AS NOTED 02/10/2016 R UN A P T S . B U FF A L O L I N C O L N A V E INTERNATIONAL BOULEVARD STA 12+39.45, 7.00' LT STA 1+82.67 N ISLAND LT= INTERNATIONAL BOULEVARD STA 12+39.45, 24.00' LT STA 148+05.30 EOP NW= INTERNATIONAL BOULEVARD STA 12+39.45, 7.00' RT STA 1+62.03 N ISLAND RT= INTERNATIONAL BOULEVARD STA 12+39.45, 24.00' RT STA 114+87.41 EOP NE= N ISLAND LT NE EOP N ISLAND RT NW EOP SW EOP ICD INNER ICD LINCOLN AVE SE EOP E ISLAND RT E ISLAND LT W ISLAND LT LINCOLN AVE. STA 38+34.01, 12.27' LT STA 7+47.55 W ISLAND LT= W ISLAND RT LINCOLN AVE. STA 39+91.92, 19.05' LT STA 0+30.33 E ISLAND LT= LINCOLN AVE. STA 39+89.21, 12.42' RT STA 0+06.19 E ISLAND RT= LINCOLN AVE. STA 39+29.15, 108.76' RT STA 120+00.00 EOP SE= LINCOLN AVE. STA 39+07.82, 115.44' RT STA 136+08.53 EOP SE= LINCOLN AVE. STA 38+35.45, 19.73' RT STA 7+42.76 W ISLAND RT= C I T Y C O UN C I L B Y R E S O L U T I O N ) ( F I NA L NA M E T O B E D ETE R M I N E D B Y I N TE R NA T I O NA L B O U LE V A R D DETERMINED BY CITY COUNCIL BY RESOLUTION) INTERNATIONAL BOULEVARD (FINAL NAME TO BE 2 + 00 133 + 00 134 + 00 135 + 00 1 3 6 + 00 P T 132 + 97.06 P I 1 33 + 64.13 P I 134 + 04.13 P C 134 + 50.12 P CC 134 + 87.28 P CC 135 + 64 . 34 P T 136 + 08 . 53 P I 1 35 + 4 6 . 64 1 2 1 + 00 122 + 00 P C 120 + 00 . 00 P C C 1 2 0 + 3 0 . 45 P CC 120 + 8 3 . 63 P T 121 + 54 . 25 P C 12 1 + 94.25 P I 120 + 62 . 46 P I 122 + 2 4 . 4 1 143 + 00 144 + 00 145 + 00 146 + 00 147 + 00 148+00 P T 1 4 3 + 91 . 62 P C 144 + 31 . 62 P T 146 + 13 . 10 P C 146 + 43.31 P C C 14 7 + 28 . 6 7 P T 14 7 + 5 3 . 12 P C 147 + 93 . 12 PT 148+05.30 P I 145 + 23 . 06 P I 1 4 6 + 90 . 5 2 PI 147+99.21 112 + 00 113 + 00 114 + 00 P CC 111 + 83.29 P CC 112 + 9 9 . 15 P T 113 + 83 . 40 P C 114 + 23 . 40 PT 114+87.41 P I 112 + 63 . 82 P I 114 + 55.4 2 5 + 00 6 + 00 7 + 00 P T 5 + 18.64 P C 6 + 86.30 P RC 7 + 42 . 76 P I 7 + 15.30 P I 7 + 46 . 2 6 1 + 00 P C 0 + 0 0 . 00 P RC 0 + 06 . 14 P RC 0 + 65 . 10 PT 1+62.03 P I 0 + 0 4 . 9 3 P I 0 + 35 . 66 P I 1 + 13 . 60 1 + 00 P C 0 + 00 . 00 P RC 0 + 06.19 P RC 0 + 72 . 5 9 P I 0 + 05 . 01 P I 0 + 39 . 44 1 + 00 P RC 0 + 25 . 12 P RC 0 + 29.35 P R C 0 + 96 . 22 P RC 1 + 3 8 .0 7 P I 0 + 12 . 6 8 P I 0 + 2 8 . 68 P I 0 + 6 4 . 0 3 P I 1 + 1 7 . 14 1 + 0 0 P RC 0 + 25 . 21 P RC 0 + 2 9 . 47 P RC 1 + 02 . 54 P RC 1 + 31 . 9 3 PT 1+82.67 P I 0 + 12 . 73 P I 0 + 2 8 . 82 P I 0 + 6 7 . 7 6 PI 1+17.25 P I 1 + 5 7 . 30 5 + 0 0 6 + 00 7 + 00 P R C 6 + 00 . 76 P R C 7 + 47 . 55 P RC 7 + 53.91 P I 6 + 74 . 53 P I 7 + 52 . 90 P I 7 + 67.35 P T 7 + 4 6 . 9 7 P T 7 + 80 . 52 = 0' 10' 20' 40' M A T C H L I N E S T A 3 5 + 8 0 M A T C H L I N E S T A 41 + 00 1 + 00 3 + 00 4 + 0 0 P C 0 + 0 0 . 00 P CC 2 + 3 5 . 62 P T 4 + 71 . 24 1 + 0 0 2 + 00 3 + 0 0 P C 0 + 00 . 0 0 P T 3 + 45 . 57 2. CONTOURS SHOWN ON THIS SHEET ARE 1' MAJOR, 0.2' MINOR CONTOURS 1. FOR EDGE OF PAVEMENT ELEVATIONS, SEE C916-C930 EDGE OF PAVEMENT PROFILE SHEETS NOTES: 49 38 4938 4938 4938 4938 49 38 4 9 39 4 93 9 4939 4 9 39 49 39 4 94 0 4940 4940 4940 4940 494 0 4940 4940 4 940 4941 4 9 41 4 94 1 4941 C909 OF 122 SHEETS U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E LINCOLN AVE GEOMETRIC DETAIL SHEET KEYMAP CEF BSH DZ AS NOTED 02/10/2016 NW EOP SW EOP W ISLAND LT W ISLAND RT LINCOLN AVE STA 33+10.67, 39.26' RT LINCOLN AVE. STA 130+00.28 SW EOP= LINCOLN AVE. FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 11:04:44 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Geometry Sheet_01.dgn STA 32+95.65, 10.19' RT LINCOLN AVE. STA 2+05.03 W ISLAND RT= STA 39+95.61, 4.06' RT LINCOLN AVE. STA 2+05.13 W ISLAND LT= STA 32+70.96, 49.71' LT LINCOLN AVE. STA 139+88.00 EOP NW= 0' 10' 20' 40' M A T C H L I N E S T A 35 + 80 2. CONTOURS SHOWN ON THIS SHEET ARE 1' MAJOR, 0.2' MINOR CONTOURS 1. FOR EDGE OF PAVEMENT ELEVATIONS, SEE C916-C930 EDGE OF PAVEMENT PROFILE SHEETS NOTES: 130 + 00 131 + 00 132 + 00 P C 130 + 00 . 28 P T 130 + 10 . 16 P C 131 + 62 . 12 P CC 131 + 8 6 . 19 P I 1 3 0 + 05.22 P I 132 + 05 . 93 140 + 00 141 + 00 142 + 00 143 + 0 0 P O B 139 + 88 . 00 P I 140 + 00 . 13 P C 141 + 96. 46 P RC 142 + 07 . 11 P I 14 2 + 01.79 P I 142 + 99.58 3 + 00 4 + 0 0 P C 2 + 21 . 16 P T 2 + 80.46 P C 3 + 22.57 P I 2 + 50.82 P I 4 + 20 . 88 3 + 0 0 4 + 00 P O B 2 + 0 5 .13 P I 2 + 20. 0 5 P I 2 + 2 9 . 92 P C 3 + 7 8 . 8 4 P I 4 + 90 . 20 P O B 2 + 05 . 03 49 41 4 94 1 494 1 4 94 1 494 1 4941 C908 OF 122 SHEETS I 41 + 05.61 43 + 00 F E S F E S F E S W V W V W V C D VAU LT E LE C D D G C ON T R O L I RR A C A C A C A C A C A C C O N T R O L I RR HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 8:20:17 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Removal Plan_03.dgn REMOVE ASPHALT MAT REMOVE CURB AND GUTTER LEGEND REMOVE SIDEWALK REMOVE CONCRETE CURB RAMP REMOVAL OF CONCRETE MEDIAN COVER MATERIAL L I N C O L N AV E REMOVAL PLAN KEYMAP CEF BSH DZ 02/10/2016 AS NOTED REMOVE 156.5 LF CURB AND GUTTER EXISTING ROW EXISTING ROW EXISTING ROW EXISTING ROW REMOVE 992.1 SY ASPHALT MAT EXISTING ROW 0' 10' 20' 40' M A T C H L I N E S T A 41 + 00 C907 OF 122 SHEETS 00 3 9 + 0 0 4 0 + 0 0 P I 41 + 0 5 . 6 1 P C 3 9 + 5 9.73 P O B 9 + 8 9 . 5 7 P T 38 + 77 .65 P C 10 + 49 . 50 P I 12 + 25 . 42 P I 38 + 47 . 09 P C 38 + 14 . 31 P T 3 6 + 10 . 0 5 A C A C A C A C A C A C W V G C C A C A C A C A C A C G A C HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 8:16:23 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Removal Plan_02.dgn REMOVE ASPHALT MAT REMOVE CURB AND GUTTER LEGEND REMOVE SIDEWALK REMOVE CONCRETE CURB RAMP REMOVAL OF CONCRETE MEDIAN COVER MATERIAL L I N C O L N AV E L I N C O L N AV E REMOVAL PLAN KEYMAP CEF BSH DZ 02/10/2016 AS NOTED R UN A PS T . B U FF A L O REMOVE 257.2 LF CURB AND GUTTER REMOVE 183.5 LF CURB AND GUTTER REMOVE 3450.8 SY ASPHALT MAT REMOVE 13.1 SY SIDEWALK C I T Y C OUN C I L B Y R E S O L U T I ON ) ( F I NA L NA M E T O B E D ET E R M I N E D B Y I N TE R NA T I ONA L B OU L E VA R D W E B S TE R AV E 0' 10' 20' 40' M A T C H L I N E S T A 3 5 + 8 0 M A T C H L I N E S T A 4 1 + 00 C906 OF 122 SHEETS + 00 35 + 00 PI 35+37.18 PC 34+64.08 D D D T S D D VAULT ELEC D C.O. S C S AC AC AC TELE AC AC AC CABLE VAULT ELEC VAULT ELEC HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 8:18:08 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Removal Plan_01.dgn REMOVE ASPHALT MAT REMOVE CURB AND GUTTER LEGEND REMOVE SIDEWALK REMOVE CONCRETE CURB RAMP REMOVAL OF CONCRETE MEDIAN COVER MATERIAL LINCOLN AVE REMOVAL PLAN KEYMAP CEF BSH DZ 02/10/2016 AS NOTED REMOVE 2076.6 SY ASPHALT MAT EXISTING ROW EXISTING EASEMENT REMOVE 311.1 LF CURB AND GUTTER EXISTING ROW PROPOSED ROW EXISTING ROW EXISTING ROW EXISTING EASEMENT REMOVE CURB & GUTTER 235.8 LF REMOVAL OF CONCRETE MEDIAN COVER MATERIAL 78.3 SY C O LLE G I A TE D R R R TS W 3 6 " RC P 0' 10' 20' 40' M A T C H L I N E S T A 35 + 80 C905 OF 122 SHEETS CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner F E S F E S F E S W V W V W V C D VAU LT E LE C D D G C ON T R O L I RR A C A C A C A C A C A C C O N T R O L I RR HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 8:07:49 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Utility Plan_03 L I N C O L N AV E CEF BSH DZ 02/10/2016 AS NOTED KEYMAP EXISTING UTILITY PLAN EXISTING ROW EXISTING ELECTRIC EXISTING 8" WATER LINE EXISTING 12" WATER LINE EXISTING GAS TELEVISION EXISTING CABLE STORM SEWER EXISTING EXISTING ROW EXISTING 24" WATER LINE EXISTING ROW EXISTING 24" WATER LINE EXISTING ELECTRIC LINE EXISTING ROW EXISTING 24" WATER LINE EXISTING ROW STORM SEWER EXISTING EXISTING STORM INLET STORM MANHOLE EXISTING ELECTRICAL VAULT EXISTING STREET LIGHT EXISTING STORM MANHOLE EXISTING STORM MANHOLE EXISTING CONTROL VAULT EXISTING IRRIGATION 0' 10' 20' 40' M A T C H L I N E S T A 41 + 00 C904 OF 122 SHEETS 00 3 9 + 0 0 4 0 + 0 0 P I 41 + 0 5 . 6 1 P C 3 9 + 5 9.73 P O B 9 + 8 9 . 5 7 P T 38 + 77 .65 P C 10 + 49 . 50 P I 12 + 25 . 42 P I 38 + 47 . 09 P C 38 + 14 . 31 P T 3 6 + 10 . 0 5 A C A C A C A C A C A C W V G C C A C A C A C A C A C G A C HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 8:04:37 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Utility Plan_02 L I N C O L N AV E L I N C O L N AV E CEF BSH DZ N/A 02/10/2016 KEYMAP EXISTING UTILITY PLAN R UN A P T S . B U FF A L O WATER LINE (NWCWD) EXISTING 24" RCCP GAS EXISTING ELECTRIC EXISTING EXISTING ROW (CITY OF FORT COLLINS) EXISTING 8" PVC WATER LINE EXISTING 12" AC WATER LINE CABLE TELEVISION EXISTING (CITY OF FORT COLLINS) EXISTING 8" PVC WATER LINE EXISTING 12" WATER LINE EXISTING ELECTRIC LINE EXISTING EASEMENT EXISTING STORM DRAIN PROPOSED ROW WATERLINE (NWCWD) EXISTING 24" RCCP EXISTING ELECTRIC LINE C I T Y C OUN C I L B Y R E S O L U T I ON ) ( F I NA L NA M E T O B E D ETE R M I N E D B Y I N TE R NA T I ONA L B OU LE VA R D WEBSTER AVE STREET LIGHT EXISTING 0' 10' 20' 40' M A T C H L I N E S T A 3 5 + 8 0 M A T C H L I N E S T A 4 1 + 00 P T 38 + 77 .65 P I 38 + 47 . 09 C903 OF 122 SHEETS S AC AC AC TELE AC AC AC CABLE VAULT ELEC VAULT ELEC HOUSE CLUB D U F F D R I V E W E B S T E R AV E N U E I N T E R N A T I O NA L B O U L E V A R D C O T T A G E D R I V E NO R T H C L U B H O U S E D R I V E L I N C O L N AV E NU E L E M A Y AV E NU E C O TT AG E D R I V E S OU T H C L U B HO U S E D R I V E FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 7:58:31 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Utility Plan_01.dgn LINCOLN AVE DZ CEF BSH 02/10/2016 KEYMAP EXISTING UTILITY PLAN AS NOTED EXISTING 24" WATER LINE EXISTING STORM DRAIN EXISTING EASEMENT EXISTING ELECTRIC LINE STORM MANHOLE EXISTING (NWCWD) EXISTING 24" RICO WATER LINE EXISTING STORM DRAIN DISTRICT REQUIREMENTS TO BE ABANDONED PER 12" AC WATERLINE(ELCO) DISTRICT REQUIREMENTS TO BE ABANDONED PER 12" AC WATERLINE (ELCO) SANITARY MANHOLE EXISTING STORM MANHOLE EXISTING EXISTING 44" STORM DRAIN TELEPHONE EXISTING EXISTING ROW ELECTRICAL EXISTING (CITY OF FORT COLLINS) EXISTING 8" D.I.P. WATER LINE 10" SANITARY SEWER (CITY OF FORT COLLINS) EXISTING EXISTING 8" D.I.P. WATER LINE EXISTING EASEMENT EXISTING TELEPHONE EXISTING GAS CABLE TELEVISION EXISTING EXISTING GAS EXISTING WATER ROW EXISTING EXISTING EASEMENT POWER LINE OVERHEAD EXISTING EASEMENT EXISTING STORM DRAIN EXISTING ROW EXISTING EASEMENT EXISTING 24" WATER LINE EXISTING ELECTRIC LINE STORM DRAIN EXISTING EXISTING GAS LINE EXISTING GAS LINE EXISTING GAS LINE EXISTING EASEMENT EXISTING 10" SANITARY LINE EXISTING STORM DRAIN EXISTING EASEMENT EXISTING EASEMENT EXISTING EASEMENT EXISTING STORM DRAIN EXISTING 24" WATER LINE PROPOSED ROW EXISTING ROW C O LLE G I A TE D R EXISTING STORM MANHOLE EXISTING STORM MANHOLE STORM MANHOLE EXISTING STORM MANHOLE EXISTING SANITARY MANHOLE EXISTING STREET LIGHT EXISTING ELECTRICAL VAULT EXISTING VAULT ELECTRICAL EXISTING R R TS W 3 6 " RC P M A T C H L I N E S T A 35 + 80 0' 10' 20' 40' C902 OF 122 SHEETS CONCRETE PAVEMENT (8.5 INCH) ON CONCRETE COLOR DETAILS) (SEE PAVEMENT DEFINITION SHEET FOR 6 INCH ABC (CLASS 6) CONCRETE PAVEMENT (8 INCH)(COLORED) ON TRUCK APRON WALK PARK STRIP 4 : 1 4 : 1 PGL PARK STRIP WALK 4 : 1 4 : 1 2.5' 2.5' (6 INCH) CONCRETE SIDEWALK 1' (TYP) 2% MAX 2% MAX 1.5'(TYP.) 6' 9.5' 9.5' 6' CL LINCOLN AVE. 18' 12' MEDIAN 6' 12' 18' 12' 6' BIKE LANE LANE LANE BIKE LANE STA. 34+85.42 TO STA. 36+10.05 LINCOLN AVE. WALK PARK STRIP 4 : 1 4 : 1 PGL VARIES% VARIES% PARK STRIP WALK 4 : 1 4 : 1 2.5' 2.5' (6 INCH) CONCRETE SIDEWALK 1' (TYP) 2% MAX 2% MAX 1.5'(TYP.) 6' 9.5' 6' 11' 11' 6' 9.5' 6' BIKE LANE LANE LANE BIKE LANE 17' 14' MEDIAN 17' WALK PARK STRIP 4 : 1 4 : 1 PGL PARK STRIP WALK 4 : 1 4 : 1 2.5' 2.5' (6 INCH) CONCRETE SIDEWALK 1' (TYP) 2% MAX 2% MAX 1.5'(TYP.) 6' 9.5' 9.5' 6' CL LINCOLN AVE. 12' MEDIAN 12' 18' 12' 6' LANE LANE BIKE LANE STA. 40+73.03 TO STA. 41+32.03 LINCOLN AVE. WALK PARK STRIP 4 : 1 4 : 1 PGL PARK STRIP WALK 4 : 1 4 : 1 2.5' 2.5' (6 INCH) CONCRETE SIDEWALK 1' (TYP) 2% MAX 2% MAX 9.5' 9.5' 6' 6' CL LINCOLN AVE. 6' 12' 12' 12' BIKE LANE LANE LANE BIKE LANE 12' PAINTED MEDIAN 6' TURN LANE 60' TYPICAL SECTIONS 2' 2.2% 2.2% 2' CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 ALIGNMENT & ELEVATION (TYP.) EDGE OF PAVEMENT SEE GEOMETRY SHEETS FOR SEE PAVEMENT DETAILS 2.2% 2.2% CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 ALIGNMENT & ELEVATION (TYP.) EDGE OF PAVEMENT SEE GEOMETRY SHEETS FOR CURB & GUTTER-TYPE 1 (TYP.) CURB & GUTTER-TYPE 1 (TYP.) SEE PAVEMENT DETAILS STA. 42+49.72 LINCOLN AVE. 2.2% 2.2% CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 SEE PAVEMENT DETAILS CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 ALIGNMENT & ELEVATION (TYP.) EDGE OF PAVEMENT SEE GEOMETRY SHEETS FOR CURB & GUTTER-TYPE 1 (TYP.) SEE PAVEMENT DETAILS 2' 2' 2' 2' 2' 2' 3/4" FILTER ROCK 6 INCH ABC (CLASS 6) 2" 4" PERFORATED UNDERDRAIN WRAPPED WITH FILTER FABRIC MEDIAN SURFACE TREATMENT SEE LANDSCAPE PLANS FOR TOPSOIL (SPECIAL) 3' MIN. 4" COMPACTED SUBGRADE SLOPE VARIES, SEE DRAINAGE DETAILS FOR UNDERGROUND ELEVATIONS 6 INCH ABC (CLASS 6) CONCRETE PAVEMENT (8 INCH) (DAVIS COLOR OMAHA TAN 5084) COMPACTED SUBGRADE VARIES DETAILS SEE MEDIAN DETAILS SEE MEDIAN CONTROL LINE EOP-NE DETAILS SEE MEDIAN TYPE 1 CURB & GUTTER TYPE 1 CURB & GUTTER MEDIAN SURFACE TREATMENT SEE LANDSCAPE PLANS FOR COMPACTED SUBGRADE 18" TOPSOIL (SPECIAL) 02/10/2016 N/A BSH DZ CEF (6 INCH) CONCRETE SIDEWALK (6 INCH) CONCRETE SIDEWALK (6 INCH) CONCRETE SIDEWALK (6 INCH) CONCRETE SIDEWALK 18" 18" 4 : 1 4 : 1 PGL 1' (TYP) CL LINCOLN AVE. 2.2% 4' STA. 42+49.72 TO STA 43+56.86 LINCOLN AVE. EXISTING ROADWAY EOP-NW CONTROL LINE EOP-SW CONTROL LINE EOP-SE CONTROL LINE EOP-NW CONTROL LINE EOP-NE CONTROL LINE EOP-NE CONTROL LINE EOP-SE CONTROL LINE 6' 12' 12' LANE LANE DETAILS SEE PAVEMENT SAWCUT MEDIAN (VARIES) 12' VARIES TURN LANE LANE/RIGHT SHARED BIKE 6' SHOULDER ASPHALT RECYCLED LANE BIKE CITY COUNCIL BY RESOLUTION) CL INTERNATIONAL BOULEVARD (FINAL NAME TO BE DETERMINED BY STA. 12+26.44 TO STA. 12+38.91 RESOLUTION) BY CITY COUNCIL BY (FINAL NAME TO BE DETERMINED INTERNATIONAL BOULEVARD FAX: 303-297-2693 PHONE: 303-297-2976 DENVER, CO 80202 1675 Broadway, Suite 200 DMZamarripa 7:50:39 AM pw:\\ABQPWINT01.wilsonco.com:Wilson_Projects\Documents\8100-TRN\CDOT\Lincoln Ave-International Blvd Fea Study\00000\Design\Drawings\Typical Sections MEDIAN DETAIL A MEDIAN DETAIL B LANE 2% CURB (MEDIAN)(SPECIAL) DETAIL 2% ROUNDABOUT CIRCULATING ROADWAY ICD CONTROL LINE MATCH APPROACH ROADWAY F O R G R AD I NG D ET A I L S ) L AND S C A P I NG S H EET ( S EE C E N T E R I S L AND S L O P E VA R I E S LANE 2% 2% ROUNDABOUT CIRCULATING ROADWAY ICD CONTROL LINE ROADWAY MATCH APPROACH C901 OF 122 SHEETS