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Home My WebLink AboutREDTAIL PONDS - PDP - PDP130030 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSUTILITY PLANS FOR FORT COLLINS HOUSING AUTHORITY LOTS, 10 THROUGH 19, TRACT G AND TRACT H, REDTAIL, SITUATE IN THE EAST HALF OF SECTION 2, TOWNSHIP 6 NORTH , RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT ADDRESS: CONEJOS AND FOSSIL BLVD. FORT COLLINS, COLORADO SEPTEMBER 6, 2013 C0.00 COVER SHEET G S N S W E W X X X X X EB VB S W O C0.1 C0.2 LOT 12 5,340 sq.ft. 5033 FOSSIL BLVD LOT 10 1,233 sq.ft. 5021 FOSSIL BLVD TRACT I 1,739 sq. ft. TRACT F 63,458 sq.ft. 1.457 acres 12,955 sq. ft. 0.297 acres 7,686 sq. ft. 3,855 sq. ft. 63,458 sq. ft. 1.457 acres C1.0 GENERAL NOTES: PLAN VIEW A A B B SECTION A-A SECTION B-B AREA INLET STORMWATER DETAIL CONSTRUCTION DETAILS CITY OF FORT COLLINS UTILITIES STORMWATER DETAIL CONSTRUCTION DETAILS CITY OF FORT COLLINS UTILITIES CURB, GUTTER AND SIDEWALK DETAILS D-6 DRIVE-OVER CURB, GUTTER AND SIDEWALK VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK DUMMY JOINT FOR WALKS COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE - FOR REPLACEMENT ONLY) Sheet: 1 File: ..\..\FC Civil\Library\Fort Collins\Details\Stromwater Details\D-53.pdf Missing or invalid reference CD1.0 CD1.1 A A B B SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE 6" Wo PLAN GENERAL NOTES SECTION C-C A A OPP. CLR. ABBREVIATIONS @ # Wp Wo TYP. DIA. O.C. MAX. MIN. LEGEND INV. WQ ELEV. Ls Ws 1' Ls 6" 6" 6" Ws 6" 4" Wp Wo Wo 1' WEST ELEVATION C C 3' E 3" CLR B 10" C D SEE PLAN A 10" 3" CLR 3" CLR 3'-0" MIN RETAINING WALL SCHEDULE RETAINED SOIL HEIGHT, A TOE WIDTH, B HEEL WIDTH, C TOTAL FOOTING WIDTH, D 2'-1" TO 4'-0" 4'-0" TO 6'-0" FOOTING WALL STEEL, F LOT 12 5,340 sq.ft. 5033 FOSSIL BLVD LOT 10 1,233 sq.ft. 5021 FOSSIL BLVD TRACT I 1,739 sq. ft. TRACT F 63,458 sq.ft. 1.457 acres CE1.0 CE1.1 LOT 12 5,340 sq.ft. 5033 FOSSIL BLVD LOT 10 1,233 sq.ft. 5021 FOSSIL BLVD TRACT I 1,739 sq. ft. TRACT F 63,458 sq.ft. 1.457 acres C2.0 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT CD2.0 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT CD2.1 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT LOT 12 5,340 sq.ft. 5033 FOSSIL BLVD LOT 10 1,233 sq.ft. 5021 FOSSIL BLVD TRACT I 1,739 sq. ft. TRACT F 63,458 sq.ft. 1.457 acres C3.0 Wood float finish thru ramp Transition back of walk (typ.) Curb (optional) 6" (min.) (min.) 6" NOTES: 1. * 6" Thickness applies to entire ramp area. 2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. Only if needed or same width as the widest walk 6' (max.) at the corners of the truncated dome warning truncated dome warning detection FORT COLLINS ONLY ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' R7-8 R7-8 R7-8 NOTES: 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST 7'-0" MIN. CLEARANCE 2' - 3' FROM F R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS 30" 8" 8" CD3.1 12,955 sq. ft. 0.297 acres 7,686 sq. ft. 3,855 sq. ft. 63,458 sq. ft. 1.457 acres LOT 12 5,340 sq.ft. 5033 FOSSIL BLVD LOT 10 1,233 sq.ft. 5021 FOSSIL BLVD TRACT I 1,739 sq. ft. TRACT F 63,458 sq.ft. 1.457 acres LOT 12 5,340 sq.ft. 5033 FOSSIL BLVD LOT 10 1,233 sq.ft. 5021 FOSSIL BLVD TRACT I 1,739 sq. ft. TRACT F 63,458 sq.ft. 1.457 acres 9' 9' 15 15 UE 12,955 sq. ft. 0.297 acres 7,686 sq. ft. 3,855 sq. ft. 63,458 sq. ft. 1.457 acres Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. 2' Y 1:12 1:48 (max.) Driveway Gutter Sidewalk Parkway Sidewalk ROW Flare Optional Expansion Joint TYPE III DETACHED WALK TYPE IV ATTACHED WALK See Note 4 See Note 3 6' (min.) 1:12 See Note 3 See Note 4 See Note 5 Ramp if walk continues on private property. Curb to retain Landscape if Necessary If Concrete Driveway Detached Curb 1:48 (max.) 1:12 t 1/4" PER FT. N.T.S. SECTIONS A-A & B-B 1:12 (max.) A A 1:48 SLOPE WALK B B DRIVEWAY WIDTHS (FC Only) ɕ ɕ 1:12 Max Max See Note 6 See Note 6 1:48 Wood float finish thru ramp Transition back of walk (typ.) Curb (optional) 6" (min.) (min.) 6" NOTES: 1. * 6" Thickness applies to entire ramp area. 2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. Only if needed or same width as the widest walk 6' (max.) at the corners of the truncated dome warning truncated dome warning detection CD3.0 THICKNESS, E DOWEL, G 1'-0" 3'-6" 5'-2" 1'-0" 1'-2" 3'-11" 5'-10" 1'-0" FOOTING STEEL, H 2" CLR 1 1/2" CLR 1 1/2" CLR REINFORCING F DOWEL G REINFORCING H 4" PERF HDPE IN 3/4" GRAVEL SURROUND 1 2:((3+2/(6 SPACED @ 10'-0 1" ABOVE ADJACENT GRADE TYPICAL REINFORCING AT EXPOSED FACE OF WALL: #4 @ 18" EACH WAY CONT 11 2" x 4" KEY IMPORTED STRUCTURAL BACKFILL (CDOT CLASS 1) TO MID-HEIGHT OF WALL FOOTING TO BEAR ON 2'-0 THICK LAYER OF MOISTURE CONDITIONED AND COMPACTED SUBGRADE x SEE PROJECT SOILS REPORT FOR BEARING SOIL PREPARATION & BACKFILL REQUIREMENTS #5 @ 18" VERT, #4 @ 18" HORIZ #5 @ 18" VERT, #4 @ 18" HORIZ #5 x @ 18" 10 3'-6 #5 x @ 18" 10 3'-6 CONT 5-#5 LONG, T&B. #5 @ 18" TRANS, T&B CONT 6-#5 LONG, T&B. #5 @ 12" TRANS, T&B 6'-0" TO 10'-0" DAMPPROOFFING 3'-0" 5'-0" 8'-10" 1'-2" #5 @ 10" VERT, #4 @ 18" HORIZ 2-#5 x @ 10" 10 3'-6 CONT 8-#5 LONG, T&B. #5 @ 12" TRANS, T&B 4,000 PSI CONCRETE CD1.2