Loading...
HomeMy WebLinkAboutRIDGEWOOD HILLS RESIDENCES, 4TH FILING - FDP - FDP130052 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS (51)AVONDALE ROAD 8-UNIT 6-UNIT 24-UNIT 16-UNIT 16-UNIT 24-UNIT 24-UNIT PEYTON DRIVE AVONDALE ROAD TRIANGLE DRIVE EX. STM MANHOLE AND APPROX. 44 LF OF EX. 30" D/S STORM DRAIN TO BE REMOVED AND REPLACED AT GRADE SHOWN. 36.5 LF 24" RCP @ 2.00% 43.6 LF 18" RCP @ 1.83% YARD INLET LATERALS 12" HDPE N-12 (TYP) TYPE R INLET RIM EL. = 5087.6 INV. EL. (E) = 5077.48 INV. EL (W) = 5077.68 STMH B1 RIM EL. = 5090.7 INV. EL. (N) = 5086.57 INV. EL. (NW) = 5086.57 INV. EL. (SE) = 5086.37 20' TYPE R INLET RIM EL. = 5086.8 INV. EL. (W) = 5083.3 INV. EL. (S) = 5083.1 INV EL. (N) = 5083.3 TYPE R INLET RIM EL. = 5086.8 INV. EL. = 5083.82 STMH B2 RIM EL. = 5092.7 INV. EL. (NW) = 5088.22 INV. EL. (E) = 5088.02 INV. EL. (S) = 5088.22 TYPE R INLET RIM EL. = 5096.1 INV. EL. = 5092.6 STMH C1 RIM EL. = 5070.87 INV. EL. (N) = 5066.37 INV. EL. (W) = 5066.37 INV. EL. (S) = 5066.17 TYPE D M-604-11 AREA INLET RIM EL. = 5070.0 INV EL. (E) = 5067.09 STMH B3 RIM EL. = 5095.72 INV. EL. (NW) = 5091.41 INV. EL. (NE) = 5091.41 INV. EL. (SE) = 5091.21 51.6 LF 18" RCP @ 1.00% STMH C4 RIM EL. = 5071.0 INV. EL. (N) = 5076.73 INV. EL. (W) = 5076.73 INV. EL. (S) = 5076.53 44.53 LF 30" RCP @ 2.11% 152.16 LF 42" RCP @ 0.90% 24" ADS AREA DRAIN RIM: 5090.44 INV: 5088.44 24" ADS AREA DRAIN RIM: 5091.00 INV: 5089.00 24" ADS AREA DRAIN RIM: 5083.40 INV: 5078.43 24" ADS AREA DRAIN RIM: 5083.40 INV: 5078.84 24" ADS AREA DRAIN RIM: 5083.40 INV: 5079.05 53.65 LF 12" HDPE @ 1.0% 54.47 LF 12" HDPE @ 1.0% 24" ADS AREA DRAIN RIM: 5083.22 INV: 5081.22 6" PVC SIDEWALK DRAIN 6" PVC SIDEWALK DRAIN 2' SIDEWALK CHASE AND CURB CUT 6" PVC SIDEWALK DRAIN 6" PVC SIDEWALK DRAIN 31 10 11 13 N8 0.163 0.55 S1 0.560 0.43 S2 0.125 0.25 S4 0.121 0.31 S5 0.125 0.29 S6 0.154 0.61 S7 0.155 0.25 S8 0.412 0.55 S9 0.112 0.63 S10 0.119 0.56 S11 0.201 0.46 S12 0.436 0.50 S13 0.041 0.45 S14 1.866 0.49 S15 1.153 0.66 S18 0.990 0.28 S17 0.810 0.18 S16 0.204 0.68 S19 0.352 0.25 14 15 16b 17 18 19 20 21 22 23 24 25 26 27 29 32 33 30 141.1 LF 30" RCP @ 2.25% 126.0 LF 30" RCP @ 1.52% 130.49 LF 30" RCP @ 2.12% pl c u-esmt c w w w-cl w c c c-lp bldg 34 28 16a 140.46 LF 30" RCP @ 4.46% 34.54 LF 12" HDPE @ 0.32% CORE DRILL 12" HDPE RIM: 5091.99 INV: 5087.88 CORE DRILL 12" HDPE RIM: 5074.41 INV: 5069.30 89.46 LF 42" RCP @ 6.77% STMH C3 RIM EL. = 5083.07 INV. EL. (N) = 5074.67 INV. EL. (W) = 5074.67 INV. EL. (S) = 5074.47 44.98 LF 30" RCP @ 4.46% 39.89 LF 12" HDPE @ 1.40% 13.8 LF 12" RCP @ 5.43% 16.4 LF 12" HDPE @ 2.01% 24" ADS AREA DRAIN RIM: 5083.32 INV: 5075.00 EXISTING MANHOLE RIM EL. = 5074.00 INV. EL. (N) = 5062.88 152.16 LF 42" RCP @ 0.90% NORTH 0 15' 30' 60' 90' SCALE: 1"= 30'-0" DRAINAGE PLAN - SOUTH MATCHLINE (SEE SHEET 6 OF 9) 1-800-922-1987 NOTES 1. SEE SHEET 6 OF 9 FOR DRAINAGE DATA SUMMARY TABLE MATCHLINE (SAME SHEET) MATCHLINE (SAME SHEET) LEGEND: DRAINAGE BASIN I.D. DESIGN POINT OVERLAND FLOW DIRECTION # # 0.000 0.00 MINOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE LANDSCAPE ARCHITECT. 1269 N Cleveland Ave, Loveland CO 80537 (970) 669.3737 design@tfgdesign.com www.tfgdesign.com ATTN: SHEET OF SHEET NUMBER: SHEET TITLE: REVISIONS: PROJECT INFORMATION: OWNER: DRAWN BY: FILE LOCATION: C:\Users\Jason\Dropbox\Ridgewood Hills\DWGS\C2.0_Drainage Plans.dwg PLOT DATE: 11/19/2013 7:34 AM PROJECT NUMBER: DATE: PHASE: M. TIMM DEVELOPMENT BILL TIMM 233 CARILLO STREET SANTA BARBARA, CA 93101 (805) 963-0358 RIDGEWOOD HILLS - FOURTH FILING AVONDALE RD & TRIANGLE FORT COLLINS, COLORADO 111-122FC DEC 04,2013 FP MM.DD.YY X MM.DD.YY X MM.DD.YY X MM.DD.YY X 6 36