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Home My WebLink AboutCOUNTRY CLUB RESERVE - PDP - PDP170008 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLOCAL RESIDENTIAL (53' ROW) \A1;53' ROW 7' PARKING 7' PARKING 9' UTILITY ESMT. 9' UTILITY ESMT. 16' TRAVEL 2-LANE ARTERIAL STREET (78' ROW) \A1;78' ROW 15' UTILITY ESMT. \A1;48' \A1;EOP-16' EOP-{\Fsimplex|c186;} 12' CENTER EX 12' TRAVEL EX ~5' BIKE LN. 8' BIKE LN. STREET A EAST DOUGLAS ROAD STREET B STREET C STREET D STREET E 12' TRAVEL 2-LANE ARTERIAL STREET (72' ROW) \A1;72' ROW 15' UTILITY ESMT. \A1;50' EOP-\A1;{\24' Fsimplex|EOP-c186;} 12' TURN LANE 8' BIKE LN. TURNBERRY ROAD 12' TRAVEL 12' TRAVEL 6' BIKE LN. \A1;30' HALF ROW \A1;48' HALF ROW \A1;30' HALF ROW \A1;42' HALF ROW No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS2 CONSTRUCTION NOTES GENERAL AND D. Weber D. Weber NTS 2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R 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 & Wastewater Utility No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS3 CONSTRUCTION NOTES GENERAL AND D. Weber D. Weber NTS 3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R 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 & Wastewater Utility W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V.V.P. P. V.P. A.R.V. GAS GAS X X V.P. V.P. X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E B M V.P. W W W W W W W W W W W W W W X X X X G G G G G G G G G G G G G E E E E E E E E E E E E WV WVWV WV WV WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V.P. V.P. V.P. A.R.V. GAS GAS V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WV WVWV WV WV WV X SD SD SD SD SD SD SD SD SD SD SD SD SD SD V.V.P. P. A .R.V. GAS X X X X X X X X X G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E WV WV X X X X X X X X X X X X X X X X X X X M X X X X X X X X X X X X X X X F E S M M F E S F E SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UD UD UD UD UD UD UD UD UD UD E E E E E E E E E E E E E E H Y D WV X X X X X X F E S M F E S TELE X X X X B B STREET B STREET D E. DOUGLAS ROAD STREET E 89.26 89.43 92.14 84.13 84.10 83.69 82.97 82.09 81.22 77.36 77.81 75.84 78.73 77.92 80.17 82.54 82.06 86.58 87.24 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD V.P. WV WVWV WV WV WV X F E S M F E S X X X X X X X X X X X X X X X W S O X X X V.P. VAULT CABLE BOX CABLE H2O X X GAS GAS V.P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST B STREET C TURNBERRY ROAD E. DOUGLAS ROAD STREET B 83.54 85.16 SD SD SD SD SD SD SD SD SD SD SD SD SD SD GAS X X V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X B B STREET E STREET A 2.21 3.38 3.88 10.02 11.40 4.49 5.94 7.93 9.93 12.52 11.43 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X B STREET D STREET E STREET E 85.11 83.24 84.26 84.48 83.78 83.09 82.40 81.58 80.77 79.75 78.74 77.98 77.29 76.59 75.89 74.95 74.06 77.09 74.63 74.73 74.84 75.10 75.71 76.52 77.40 78.12 78.84 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X X X X X X X G G G G G G G G G G G G G E E E E E E E E E E E X X X X X X X X X X X X X X X X X X V.P. X X X X ST M GAS X X X X X E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B ST ST ST ST ST TURNBERRY ROAD 5.4% 5.9% 3.6% 1.6% 1.8% 0.6% 2.5% 2.0% 68.88 73.51 73.51 67.99 66.82 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UD UD UD V.P. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V .P. V.P. A.R.V. GAS GAS V.P. V.P. X X X X X X G G G G SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V.V.P. P. A .R.V. GAS X X X X X X X X X G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E WV WV X X X X X X X X X X X X X X X X X X X M X X X X X X X X X X X X X X X SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UD UD UD UD UD UD UD UD UD UD W W W W W W W W W W W W W W W E E E E E E E E E E E E E E H Y D WV X X X X X X F E S M F E S T ELE X X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W B B S00° 38' 48.90"W 95.58 LF 8" PVC 1 4 8 . 3 1 L F 8 " P V C SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD V.P. WV WVWV WV WV WV X F E S M F E S X X X X X X X X X X X X X X X W S O X X X V.P. VAULT CABLE BOX CABLE H2O X X GAS GAS V.P. GAS 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W W W W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST B 2 3 5 . SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS X X V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X B B 1 3 8 . SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X B S28° 03' 28.45"W 131.11 LF 8" PVC 9 9 . 2 9 L F 8 " P V C R = 2 9 0 . 0 0 ' 39.45 LF 8" PVC R=290.00' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W X X X X X X X X G G G G G G G G G G G G G E E E E E E E E E E E X X X X X X X X X X X X X X X X X X V.P. X X X X ST M GAS X X X X X E 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B ST ST ST ST ST 400.00 LF 8" PVC @ 0.30% 400.00 LF 8" PVC @ 0.30% 220.03 LF 8" PVC @ 1.25% TURNBERRY ROAD 400.00 LF 15" PVC @ 0.15% 48.02 LF 15" HDPE @ 0.20% SSMH A3 INV. IN=5060.16 (W) INV. OUT=5059.96 (E) FG=5074.27 SSMH A2 49.61 LF 15" PVC @ 0.15% 172.80 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 399.98 LF 15" PVC @ 0.15% WATERS EDGE SD SD SD SD SD SD SD SD SD SD SD SD EX SSMH INV. IN=5049.48 (E) FG=5064.22 SSMH OS9 INV. IN=5049.75 (N) INV. OUT=5049.55 (W) FG=5064.01 SSMH OS8 INV. IN=5050.21 (N) INV. OUT=5050.01 (S) FG=5064.00 SSMH OS6 INV. IN=5051.81 (N) INV. OUT=5051.61 (S) FG=5069.40 SSMH OS5 INV. IN=5052.61 (N) INV. OUT=5052.41 (S) FG=5070.01 SSMH OS3 INV. IN=5054.21 (N) INV. OUT=5054.01 (S) FG=5070.08 SSMH OS2 INV. IN=5055.01 (N) INV. OUT=5054.81 (S) FG=5069.05 SSMH OS4 INV. IN=5053.41 (N) INV. OUT=5053.21 (S) FG=5069.02 SSMH OS7 INV. IN=5051.01 (N) INV. OUT=5050.81 (S) FG=5066.09 V.P. V.P. G G G G G G G G E E E E E E E M X X X STREET B SEE SHEET R3 E. DOUGLAS RD SEE SHEET R9 (STREET A) (STREET B) (STREET A) (E. DOUGLAS RD.) 53' ROW 4.5' SIDEWALK 4.5' SIDEWALK STREET A 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 2.20% 2.60% 2.60% 4.00% -2.40% -2.50% 2.50% 1.50% 0.50% PVI STA = 10+00.00 PVI ELEV = 5085.46 PVI STA = 10+30.00 PVI ELEV = 5084.74 PVI STA = 10+35.00 PVI ELEV = 5084.61 PVI STA = 10+40.00 PVI ELEV = 5084.74 PVI STA = 14+15.09 PVI ELEV = 5090.03 PVI STA = 14+45.10 PVI ELEV = 5090.81 75.0' VC PVI STA = 12+55.37 PVI ELEV = 5086.51 BCVS: 12+17.87 5095 5100 5105 5110 5115 5120 5095 5100 5105 5110 5115 5120 16+50 17+00 18+00 19+00 20+00 21+00 22+00 22+50 1.00% 4.00% 3.60% 3.40% 3.00% 3.00% PVI STA = 21+06.32 PVI ELEV = 5109.95 PVI STA = 22+32.31 PVI ELEV = 5114.49 PVI STA = 16+76.66 PVI ELEV = 5098.62 75.0' VC PVI STA = 19+66.62 PVI ELEV = 5104.36 BCVS: 19+29.12 BVCE: 5103.99 ECVS: 20+04.12 EVCE: 5105.86 A.D. = 3.00 K = 25.00 EVCS: 16+70.36 EVCE: 5098.43 75.0' VC PVI STA = 18+00.00 PVI ELEV = 5102.70 BVCS: 17+62.50 BVCE: 5101.42 EVCS: 18+37.50 EVCE: 5103.07 A.D. = 2.40 K = 31.25 PROPOSED GRADE EXISTING GROUND B STREET E SEE SHEET R7 (STREET A) (STREET E) 30'  -  4.5' SIDEWALK 30' 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 -2.25% -2.00% 2.00% -0.50% -1.50% -3.00% 1.25% 0.50% PVI STA = 10+00.00 PVI ELEV = 5090.42 PVI STA = 14+06.90 PVI ELEV = 5082.12 125.0' VC PVI STA = 12+27.05 PVI ELEV = 5083.71 BCVS: 11+64.55 BVCE: 5085.58 ECVS: 12+89.55 EVCE: 5083.40 A.D. = 2.50 K = 50.00 50.0' VC PVI STA = 13+37.90 PVI ELEV = 5083.16 BVCS: 13+12.90 BVCE: 5083.28 EVCS: 13+62.90 EVCE: 5082.78 A.D. = 1.00 K = 50.00 50.0' VC PVI STA = 14+87.90 PVI ELEV = 5082.98 BVCS: 14+62.90 BVCE: 5082.67 EVCS: 15+12.90 EVCE: 5083.11 A.D. = 0.75 K = 66.67 PROPOSED GRADE EXISTING GROUND STREET A SEE SHEET R1 (STREET A) (STREET B) 4.5' SIDEWALK 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 3.69% 2.00% 2.00% -3.00% PVI STA = 26+26.34 PVI ELEV = 5080.86 PVI STA = 25+96.34 PVI ELEV = 5079.75 100.0' VC LP ELEV = 5079.29 LP STA = 25+53.34 PVI STA = 25+43.34 PVI ELEV = 5078.69 BCVS: 24+93.34 BVCE: 5080.19 ECVS: 25+93.34 EVCE: 5079.69 A.D. = 5.00 K = 20.00 100.0' VC LP ELEV = 5085.29 LP STA = 19+50.00 PVI STA = 20+00.00 PVI ELEV = 5085.54 BCVS: 19+50 BVCE: 5085.29 ECVS: 20+50 EVCE: 5086.54 A.D. = 1.50 K = 66.66 220.0' VC HP ELEV = 5088.00 HP STA = 21+67.00 PVI STA = 21+89.00 PVI ELEV = 5089.32 BVCS: 20+79 BVCE: 5087.12 EVCS: 22+99 EVCE: 5086.02 A.D. = 5.00 K = 44.00 PROPOSED GRADE EXISTING GROUND F E 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 -2.25% -1.00% -2.75% -2.00% PVI STA = 10+00.00 PVI ELEV = 5082.28 PVI STA = 13+54.91 PVI ELEV = 5074.16 PVI STA = 14+80.91 PVI ELEV = 5071.64 75.0' VC PVI STA = 11+03.66 PVI ELEV = 5081.07 BVCS: 10+66.16 BVCE: 5081.45 EVCS: 11+41.16 EVCE: 5080.04 A.D. = 1.75 K = 42.86 PROPOSED GRADE EXISTING GROUND B (STREET B) (STREET C) STREET B SEE SHEET R4 4.5' SIDEWALK 53' ROW 30' - 4.5' SIDEWALK STREET C CENTERLINE STREET C SCALE : 1" = 40' (H) 1" = 5' (V) R5 PLAN AND PROFILE STREET C B. Mathisen B. Mathisen 1"=40' 25 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 -2.25% 2.25% -4.17% 4.17% -4.17% 4.17% 1.50% -1.00% -0.50% -1.75% PVI STA = 10+00.00 PVI ELEV = 5083.47 PVI STA = 17+41.28 PVI ELEV = 5076.01 PVI STA = 17+61.11 PVI ELEV = 5076.32 75.0' VC PVI STA = 15+25.32 PVI ELEV = 5077.46 BCVS: 14+87.82 BVCE: 5078.12 ECVS: 15+62.82 EVCE: 5077.27 A.D. = 1.25 K = 59.99 150.0' VC HP ELEV = 5084.00 HP STA = 11+11.06 PVI STA = 11+16.83 PVI ELEV = 5084.61 BVCS: 10+41.83 BVCE: 5083.48 EVCS: 11+91.83 EVCE: 5083.30 A.D. = 3.25 K = 46.15 50.0' VC PVI STA = 16+66.28 PVI ELEV = 5076.76 BVCS: 16+41.28 BVCE: 5076.88 EVCS: 16+91.28 EVCE: 5076.51 A.D. = 0.50 PROPOSED K = 100.27 GRADE EXISTING GROUND (STREET D) 5080 5085 5090 5095 5100 5105 9+75 10+00 11+00 12+00 13+00 14+00 15+00 -2.25% -2.25% -4.50% -1.85% PVI STA = 10+00.00 PVI ELEV = 5099.07 135.0' VC PVI STA = 13+49.56 PVI ELEV = 5085.59 BCVS: 12+82.06 BVCE: 5088.63 ECVS: 14+17.06 EVCE: 5084.34 A.D. = 2.65 K = 50.95 75.0' VC PVI STA = 11+00.00 PVI ELEV = 5096.82 BCVS: 10+62.50 BVCE: 5097.67 ECVS: 11+37.50 EVCE: 5095.13 A.D. = 2.25 K = 33.33 PROPOSED GRADE EXISTING GROUND SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD B STREET A SEE SHEET R1 53' ROW 30' - 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 19+75 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 2.25% 3.95% 2.00% 1.25% 0.50% -2.00% -1.50% PVI STA = 20+35.88 PVI ELEV = 5074.68 PVI STA = 27+32.28 PVI ELEV = 5084.90 PVI STA = 27+46.11 PVI ELEV = 5085.21 110.0' VC PVI STA = 25+50.00 PVI ELEV = 5077.70 BCVS: 24+95 BVCE: 5077.43 ECVS: 26+05 EVCE: 5079.87 A.D. = 3.45 K = 31.93 50.0' VC PVI STA = 21+16.88 PVI ELEV = 5075.54 BVCS: 20+91.88 BVCE: 5075.23 EVCS: 21+41.88 EVCE: 5075.66 A.D. = 0.75 K = 66.67 EVCS: 19+91.88 EVCE: 5075.34 PROPOSED GRADE EXISTING GROUND SD SD SD SD SD SD SD SD SD SD SD SD 5085 5090 5095 5100 5105 19+00 20+00 21+00 22+00 23+00 24+00 -2.07% -2.40% -2.27% PVI STA = 20+00.00 PVI ELEV = 5102.20 PVI STA = 22+40.47 PVI ELEV = 5096.75 PVI STA = 23+45.26 PVI ELEV = 5094.57 5085 5090 5095 5100 5105 19+00 20+00 21+00 22+00 23+00 24+00 -2.07% -2.40% -2.27% PVI STA = 20+00.00 PVI ELEV = 5101.43 PVI STA = 22+40.47 PVI ELEV = 5095.98 PVI STA = 23+45.26 PVI ELEV = 5093.81 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -2.39% PVI STA = 20+00.00 PVI ELEV = 5102.20 -2.39% PVI STA = 20+00.00 PVI ELEV = 5102.20 -2.39% PVI STA = 20+00.00 PVI ELEV = 5101.43 -2.39% PVI STA = 20+00.00 PVI ELEV = 5101.43 FUTURE GRADE FUTURE GRADE F.O. STREET A SEE SHEET R1 (E. DOUGLAS RD.) (STREET A) 78' ROW 6' SIDEWALK EAST DOUGLAS ROAD 5075 5080 5085 5090 5095 5075 5080 5085 5090 5095 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 -0.43% -0.14% -0.32% -0.29% -0.08% -0.41% -0.27% PVI STA = 31+82.32 PVI ELEV = 5083.11 PVI STA = 33+87.15 PVI ELEV = 5082.83 PVI STA = 34+97.72 PVI ELEV = 5082.36 PVI STA = 36+02.81 PVI ELEV = 5082.06 PVI STA = 37+07.67 PVI ELEV = 5081.98 PVI STA = 38+12.30 PVI ELEV = 5081.55 ECVS: 30+42.99 EVCE: 5083.55 5075 5080 5085 5090 5095 5075 5080 5085 5090 5095 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 -0.50% 0.50% -0.50% 0.50% -0.50% PVI STA = 31+31.93 PVI ELEV = 5081.90 PVI STA = 35+51.62 PVI ELEV = 5080.84 150.0' VC HP ELEV = 5082.23 HP STA = 32+35.50 PVI STA = 32+35.50 PVI ELEV = 5082.42 BVCS: 31+60.50 BVCE: 5082.04 EVCS: 33+10.50 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 -0.27% -0.84% -1.00% -0.61% -1.24% -1.14% -1.02% PVI STA = 43+14.83 PVI ELEV = 5078.31 PVI STA = 41+71.80 PVI ELEV = 5079.41 PVI STA = 45+15.76 PVI ELEV = 5075.92 PVI STA = 46+43.69 PVI ELEV = 5074.62 100.0' VC PVI STA = 40+10.19 PVI ELEV = 5081.03 BVCS: 39+60.19 BVCE: 5081.16 EVCS: 40+60.19 EVCE: 5080.53 A.D. = 0.73 K = 136.31 -1.21% -0.94% -0.50% -1.33% -0.73% -0.96% -0.65% -1.10% -0.70% PVI STA = 40+10.19 PVI ELEV = 5079.66 PVI STA = 41+69.86 PVI ELEV = 5078.63 PVI STA = 42+14.54 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 -0.62% -0.48% -0.33% -0.58% -0.44% -0.86% -1.18% PVI STA = 15+00.00 PVI ELEV = 5074.61 PVI STA = 16+12.93 PVI ELEV = 5073.50 PVI STA = 17+13.99 PVI ELEV = 5073.01 PVI STA = 19+13.16 PVI ELEV = 5071.77 PVI STA = 20+14.46 PVI ELEV = 5071.43 PVI STA = 21+19.48 PVI ELEV = 5070.82 -0.50% -0.50% -0.50% -1.25% -1.44% -0.50% PVI STA = 15+00.00 PVI ELEV = 5074.64 PVI STA = 15+41.98 PVI ELEV = 5074.11 PVI STA = 19+13.16 PVI ELEV = 5071.20 PVI STA = 20+14.46 PVI ELEV = 5070.70 PVI STA = 21+19.48 PVI ELEV = 5070.17 100.0' VC PVI STA = 16+53.44 PVI ELEV = 5072.50 5060 5065 5070 5075 5080 5060 5065 5070 5075 5080 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 5060 5065 5070 5075 5080 5060 5065 5070 5075 5080 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 PVI STA = 23+18.41 PVI ELEV = 5069.86 PVI STA = 24+19.43 PVI ELEV = 5069.49 PVI STA = 25+23.86 PVI ELEV = 5069.30 PVI STA = 28+19.23 PVI ELEV = 5068.60 -0.52% -0.37% -0.18% -0.23% -0.23% -0.82% 0.50% 0.50% -0.50% -0.50% PVI STA = 22+14.36 PVI ELEV = 5069.70 PVI STA = 23+18.41 PVI ELEV = 5068.84 PVI STA = 24+02.26 PVI ELEV = 5068.42 PVI STA = 24+85.31 PVI ELEV = 5068.84 PVI STA = 27+49.64 PVI ELEV = 5067.52 PVI STA = 28+19.23 PVI ELEV = 5067.87 0.50% PVI STA = 28+19.23 PVI ELEV = 5067.87 0.50% PVI STA = 28+19.23 PVI ELEV = 5067.87 0.29% 0.29% 0.75% SECTION LINE 19+50 5094 5096 5100 5104 5108 5094 5096 5100 5104 5108 -40 -20 0 20 40 SECTION LINE 20+00 5090 5092 5096 5100 5104 5108 5090 5092 5096 5100 5104 5108 -40 -20 0 20 40 -2.00% SECTION LINE 20+50 5090 5092 5096 5100 5104 5108 5090 5092 5096 5100 5104 5108 -40 -20 0 20 40 -2.00% SECTION LINE 21+00 5090 5092 5096 5100 5104 5090 5092 5096 5100 E E E E E X X X X X F E S M F E S TELE X X X X 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 EAST DOUGLAS ROAD SECTION LINE 29+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 -2.85% SECTION LINE 29+50 F E S M F E S X X X X X X X X X X X X X X X X X X X X X X V.P. VAULT CABLE BOX CABLE X X ST 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 EAST DOUGLAS ROAD STREET B SEE SHEET R4 TURNBERRY RD. SEE SHEET XS5 SECTION LINE 39+00 5070 5072 5076 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 5066 5068 5072 5076 5080 5066 5068 5072 5076 5080 -40 -20 0 20 40 SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+00 5066 5068 5072 5076 5080 5066 5068 5072 5076 5080 -40 -20 0 20 40 1.07% 1.09% 1.10%1.10% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 0.50% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.19% -2.48% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.67% -1.88% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -3.30% -2.09% V.P. V.P. V.P. A.R.V. GAS GAS V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WV WVWV WV WV WV X X X X X V.P. WV H Y D WV WV X X X X X X X X X X X X X X X X X X G W X X M X X X X F E S M M F E S F E S M M X TELE F.O. TELE F E S F E S M GAS VAULT CABLE H Y D T T V.P. GAS V.P. M B F P X X F E S M F E S TELE X F E S M F E S X X X X X W S O X X V.P. VAULT CABLE BOX CABLE M M H2O X V.GAS P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST UD UD UD 4 6.88 2 4.13 7 14.05 8 7.26 5b 3.00 3 4.23 9 10.36 5b 4 5a 3 2 7 8 10 9 6 6 6.33 1a 8.90 1a 10 5.44 OS1 4.06 OS1 OS2 OS2 0.26 5 3.00 5a 0.68 STREET B STREET C STREET E E. DOUGLAS ROAD STREET A STREET D STREET E STREET A TURNBERRY ROAD POND 1 POND 2 POND 3 RAIN GARDEN 3 RAIN GARDEN 2 RAIN GARDEN 1 PROPOSED FES WETLAND BUFFER ZONE PROPOSED FES W/ RESTRICTOR PLATE SIDEWALK AND CONCRETE CHASE PROPOSED OUTFALL FES OUTLET STRUCTURE SIDEWALK AND CONCRETE CHASE INLET PROPOSED FES EXISTING 24" CMP PROPOSED FES PROPOSED FES PROPOSED OUTFALL 2' CONCRETE PAN 2' CONCRETE PAN 1b 4.61 1b DR1 DRAINAGE EXHIBIT A. Cvar M. Ruebel 1"=120' 39 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 120 0 120 Feet 120 240 360 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: 4953 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT A OVERLAND FLOW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION NOTES: 1.REFER TO THE {PRELIMINARY DRAINAGE REPORT FOR COUNTRY CLUB RESERVE DATED 12/07/16} FOR ADDITIONAL INFORMATION.{ } POND SUMMARY TABLE Pond ID 100-Yr. Detention Vol. (Ac-Ft) Water Quality Capture Volume (Ac-Ft) Total Req'd Vol. (Ac-Ft) Peak Release (cfs) Pond 1 2.85 0.56 3.41 6.20 Pond 2 6.36 N/A 6.36 1.00 Pond 3 3.37 N/A 3.37 1.80 75% On-Site Treatment by LID Summary Table Raingarden ID Basin (s) Total Basin (s) Area (Ac.) Basin New Impervious Area (Ac.) Req'd Min. Area to be Treated (Ac.) LID Forebay Req'd Min. Volume (Cu.-Ft.) 1 5a,5b,9 14.03 5.61 4.21 3724 2 6,7,8 27.64 11.06 8.29 2646 3 2,3,4 15.25 6.10 4.58 2617 Total New Impervious Area Treated 17.08 Ac. Percent of New Impervious Area Treated 75 % DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 Tc (min) Q2 (cfs) Q100 (cfs) 1a 1a 8.90 0.25 0.31 24.8 3.2 14.0 1b 1b 4.61 0.25 0.31 25.3 1.6 7.2 2 2 4.13 0.50 0.63 18.4 3.5 15.3 3 3 4.23 0.50 0.63 15.4 4.0 17.2 4 4 6.88 0.50 0.63 13.0 6.9 30.3 5a 5a 3.00 0.50 0.63 11.3 3.2 13.9 5b 5b 0.68 0.50 0.63 13.5 0.7 2.9 6 6 6.33 0.50 0.63 20.5 5.1 22.2 7 7 14.05 0.50 0.63 19.2 11.6 50.5 8 8 7.26 0.50 0.63 16.4 6.6 28.6 9 9 10.36 0.50 0.63 16.3 9.4 40.8 10 10 5.44 0.50 0.63 15.8 5.0 21.8 OS1 OS1 4.06 0.68 0.86 39.1 3.0 13.2 DIRECT FLOW SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -3.71% -2.42% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -3.99% -2.27% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.51% -1.89% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -1.69% -1.95% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.30% -1.59% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.85% -2.03% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -3.23% -2.25% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -3.53% -2.23% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -3.99% -3.21% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.83% -3.17% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 5070.5 5070.46 5070.2 5070.21 5070.0 5069.95 5069.7 5069.74 5069.6 5069.56 5069.4 5069.43 5069.3 5069.34 5069.2 5069.23 5069.1 5069.12 5069.0 5068.96 5068.8 5068.78 5068.7 5068.64 5068.6 5068.62 5068.7 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X X X X X G T X X X X X X X ST M G AS T T X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 TURNBERRY ROAD No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS5 ROADWAY CROSS SECTIONS TURNBERRY ROAD B. Mathisen B. Mathisen 1"=40' 38 CROSS SECTION PROFILES TURNBERRY ROAD SCALE : 1"=40' HORIZONTAL 1" = 10' VERTICAL XS5 XS4 16+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -0.71% -3.33% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+50 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -2.07% -3.19% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -2.66% -3.16% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+50 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -2.49% -2.37% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -2.23% -2.71% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+50 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -1.97% -2.19% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -1.71% -1.70% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+50 5062 5064 5068 5072 5076 5062 5064 5068 5072 5076 -40 -20 0 20 40 -1.91% -1.60% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+00 5062 5064 5068 5072 5076 5062 5064 5068 5072 5076 -40 -20 0 20 40 -2.26% -2.00% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.24% -2.46% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+00 5054 5056 5060 5064 5068 5072 5076 5054 5056 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.07% -2.64% SECTION LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.07% -1.79% 5074.3 5074.6 5074.61 5074.0 5074.04 5073.6 5073.61 5073.3 5073.32 5073.1 5073.08 5072.8 5072.78 5072.5 5072.47 5072.2 5072.16 5071.8 5071.85 5071.6 5071.64 5071.5 5071.48 5071.2 5071.22 5070.9 5070.93 5070.7 5070.68 SD SD SD SD SD SD SD SD SD V.P. X X X X V.P. VAULT CABLE BOX CABLE M M X X X GAS GAS V.P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 E. DOUGLASS RD. SEE SHEET XS3 TURNBERRY ROAD No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS4 ROADWAY CROSS SECTIONS TURNBERRY ROAD B. Mathisen B. Mathisen 1"=40' 37 CROSS SECTION PROFILES TURNBERRY ROAD SCALE : 1"=40' HORIZONTAL 1" = 10' VERTICAL XS5 XS4 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.14% SECTION LINE 39+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.53% SECTION LINE 40+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.73% SECTION LINE 40+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.52% SECTION LINE 41+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.94% SECTION LINE 41+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.35% SECTION LINE 42+00 5070 5072 5076 5080 5084 5070 5072 5076 5080 5084 -40 -20 0 20 40 -2.04% SECTION LINE 42+50 5070 5072 5076 5080 5084 5070 5072 5076 5080 5084 -40 -20 0 20 40 -2.05% SECTION LINE 43+00 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 -2.05% SECTION LINE 43+50 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 -2.05% SECTION LINE 44+00 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 -2.01% SECTION LINE 44+50 5062 5064 5068 5072 5076 5080 5084 5062 5064 5068 5072 5076 5080 5084 -40 -20 0 20 40 -1.83% SECTION LINE 45+00 5062 5064 5068 5072 5076 5080 5084 5062 5064 5068 5072 5076 5080 5084 -40 -20 0 20 40 -1.58% SECTION LINE 45+50 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 -1.50% SECTION LINE 46+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 -1.39% SECTION LINE 46+50 5066 5068 5072 5076 5080 5066 5068 5072 5076 5080 -40 -20 0 20 40 SECTION LINE 47+00 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 5081.3 5081.32 5081.2 5081.19 5081.0 5081.00 5080.6 5080.62 5080.1 5080.13 5079.6 5079.63 5079.2 5079.24 5078.9 5078.86 5078.4 5078.44 5077.9 5077.88 5077.3 5077.26 5076.7 5076.68 5076.1 5076.10 5075.5 5075.55 5075.0 5075.00 5074.6 5074.2 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS3 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD B. Mathisen B. Mathisen 1"=40' 36 CROSS SECTION PROFILES EAST DOUGLAS ROAD SCALE : 1"=40' HORIZONTAL 1" = 10' VERTICAL XS3 XS2 XS1 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 -3.06% SECTION LINE 30+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.27% SECTION LINE 30+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.51% SECTION LINE 31+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.81% SECTION LINE 31+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.51% SECTION LINE 32+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.43% SECTION LINE 32+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.08% SECTION LINE 33+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.30% SECTION LINE 33+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.89% SECTION LINE 34+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.38% SECTION LINE 34+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.50% SECTION LINE 35+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.64% SECTION LINE 35+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.99% SECTION LINE 36+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.75% SECTION LINE 36+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.18% SECTION LINE 37+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.18% SECTION LINE 37+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.26% SECTION LINE 38+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.42% SECTION LINE 38+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -2.75% 5084.4 5084.38 5084.0 5084.00 5083.7 5083.72 5083.5 5083.53 5083.4 5083.37 5083.2 5083.21 5083.1 5083.08 5083.0 5083.02 5083.0 5082.95 5082.9 5082.88 5082.8 5082.78 5082.6 5082.56 5082.4 5082.35 5082.2 5082.21 5082.1 5082.07 5082.0 5082.02 5082.0 5081.98 5081.8 5081.81 5081.6 5081.60 5081.5 5081.45 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS2 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD B. Mathisen B. Mathisen 1"=40' 35 CROSS SECTION PROFILES EAST DOUGLAS ROAD SCALE : 1"=40' HORIZONTAL 1" = 10' VERTICAL XS3 XS2 XS1 5104 -40 -20 0 20 40 -2.00% SECTION LINE 21+50 5090 5092 5096 5100 5104 5090 5092 5096 5100 5104 -40 -20 0 20 40 -2.00% SECTION LINE 22+00 5086 5088 5092 5096 5100 5104 5086 5088 5092 5096 5100 5104 -40 -20 0 20 40 -2.00% SECTION LINE 22+50 5086 5088 5092 5096 5100 5104 5086 5088 5092 5096 5100 5104 -40 -20 0 20 40 -2.00% SECTION LINE 23+00 5086 5088 5092 5096 5100 5086 5088 5092 5096 5100 -40 -20 0 20 40 -2.00% SECTION LINE 23+50 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 -2.00% SECTION LINE 24+00 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 -2.00% SECTION LINE 24+50 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 -2.00% SECTION LINE 25+00 5078 5080 5084 5088 5092 5096 5078 5080 5084 5088 5092 5096 -40 -20 0 20 40 -2.00% SECTION LINE 25+50 5078 5080 5084 5088 5092 5096 5078 5080 5084 5088 5092 5096 -40 -20 0 20 40 -1.94% SECTION LINE 26+00 5074 5076 5080 5084 5088 5092 5096 5074 5076 5080 5084 5088 5092 5096 -40 -20 0 20 40 -1.91% SECTION LINE 26+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 -1.95% SECTION LINE 27+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 -2.05% SECTION LINE 27+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 -2.21% SECTION LINE 28+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 -2.42% SECTION LINE 28+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 -2.64% 5103.4 5102.2 5102.20 5101.0 5101.06 5099.9 5099.93 5098.8 5098.80 5097.7 5097.66 5096.6 5096.55 5095.5 5095.51 5094.5 5094.46 5093.2 5093.26 5092.0 5092.06 5090.9 5090.86 5089.7 5089.68 5088.7 5088.61 5087.6 5087.64 5086.8 5086.78 5086.0 5086.03 5085.4 5085.39 5084.9 5084.84 X X X X X M X X X X X X X X X X X X X X X F E S M M F E S F E S M M X X X X TELE F.O. TELE X X ST B 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 EAST DOUGLAS ROAD STREET A SEE SHEET R1 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD B. Mathisen B. Mathisen 1"=40' 34 CROSS SECTION PROFILES EAST DOUGLAS ROAD SCALE : 1"=40' HORIZONTAL 1" = 10' VERTICAL XS3 XS2 XS1 PVI STA = 28+19.23 PVI ELEV = 5068.60 PVI STA = 28+55.97 PVI ELEV = 5068.71 PVI STA = 30+24.36 PVI ELEV = 5069.20 0.29% 0.29% 0.75% PVI STA = 28+19.23 PVI ELEV = 5068.60 PVI STA = 28+55.97 PVI ELEV = 5068.71 PVI STA = 30+24.36 PVI ELEV = 5069.20 FUTURE GRADE FUTURE GRADE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD T T 72' ROW 6' SIDEWALK TURNBERRY ROAD CENTERLINE TURNBERRY RD. SCALE : 1" = 40' (H) 1" = 5' (V) R13 PLAN AND PROFILE TURNBERRY ROAD B. Mathisen B. Mathisen 1"=40' 33 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 22+00 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH MATCH LINE SEE SHEET R12 STA 22+00 R13 R12 MATCH LINE SEE SHEET R12 STA 22+00 BCVS: 16+03.44 BVCE: 5073.22 ECVS: 17+03.44 EVCE: 5072.25 A.D. = 0.94 K = 106.17 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -1.37% 1.00% PVI STA = 14+50.00 PVI ELEV = 5074.11 PVI STA = 15+00.00 PVI ELEV = 5074.61 -1.37% 1.00% PVI STA = 14+50.00 PVI ELEV = 5074.11 PVI STA = 15+00.00 PVI ELEV = 5074.61 1.00% -1.16% PVI STA = 14+50.00 PVI ELEV = 5074.14 PVI STA = 15+00.00 PVI ELEV = 5074.64 1.00% -1.16% PVI STA = 14+50.00 PVI ELEV = 5074.14 PVI STA = 15+00.00 PVI ELEV = 5074.64 FUTURE GRADE FUTURE GRADE SD SD SD SD SD SD SD SD (E. DOUGLAS RD) (TURNBERRY RD.) E. DOUGLASS RD. SEE SHEET R11 72' ROW 6' SIDEWALK TURNBERRY ROAD CENTERLINE TURNBERRY RD. SCALE : 1" = 40' (H) 1" = 5' (V) R12 PLAN AND PROFILE TURNBERRY ROAD B. Mathisen B. Mathisen 1"=40' 32 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R13 STA 22+00 LINE MATCH STA 22+00 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R13 R12 MATCH LINE SEE SHEET R13 STA 22+00 PVI ELEV = 5078.30 PVI STA = 43+12.64 PVI ELEV = 5077.36 PVI STA = 43+58.05 PVI ELEV = 5076.76 PVI STA = 44+14.93 PVI ELEV = 5076.07 PVI STA = 45+16.12 PVI ELEV = 5075.13 PVI STA = 45+88.86 PVI ELEV = 5074.33 PVI STA = 46+44.05 PVI ELEV = 5073.94 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -0.64% PVI STA = 46+43.69 PVI ELEV = 5074.62 208.3' VC LOW PT ELEV = 5073.90 LOW PT STA = 48+03.38 PVI STA = 48+11.32 PVI ELEV = 5073.54 BVCS: 47+07.15 BVCE: 5074.21 A.D. = 1.39 K = 150.00 -0.64% PVI STA = 46+43.69 PVI ELEV = 5074.62 208.3' VC LOW PT ELEV = 5073.90 LOW PT STA = 48+03.38 PVI STA = 48+11.32 PVI ELEV = 5073.54 BVCS: 47+07.15 BVCE: 5074.21 A.D. = 1.39 K = 150.00 -1.10% PVI STA = 46+44.05 PVI ELEV = 5073.94 PVI STA = 46+94.60 PVI ELEV = 5073.39 264.0' VC LOW PT ELEV = 5072.60 LOW PT STA = 48+32.12 PVI STA = 48+32.10 PVI ELEV = 5071.87 BVCS: 47+00.08 BVCE: 5073.33 A.D. = 2.20 K = 120.00 -1.10% PVI STA = 46+44.05 PVI ELEV = 5073.94 PVI STA = 46+94.60 PVI ELEV = 5073.39 264.0' VC LOW PT ELEV = 5072.60 LOW PT STA = 48+32.12 PVI STA = 48+32.10 PVI ELEV = 5071.87 BVCS: 47+00.08 BVCE: 5073.33 A.D. = 2.20 K = 120.00 FUTURE GRADE FUTURE GRADE (E. DOUGLAS RD) (STREET B) STREET B SEE SHEET R4 (E. DOUGLAS RD) (TURNBERRY RD.) TURNBERRY RD. SEE SHEET R13 6' SIDEWALK 6' SIDEWALK 90' ROW EAST DOUGLAS ROAD CENTERLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R11 PLAN AND PROFILE EAST DOUGLAS ROAD B. Mathisen B. Mathisen 1"=40' 31 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 43+00 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R10 STA 39+00 RIGHT FLOWLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R11 R10 R9 MATCH LINE SEE SHEET R10 STA 39+00 EVCE: 5082.04 A.D. = 1.00 K = 150.00 150.0' VC HP ELEV = 5081.21 HP STA = 36+62.98 PVI STA = 36+62.98 PVI ELEV = 5081.40 BVCS: 35+87.98 BVCE: 5081.02 EVCS: 37+37.98 EVCE: 5081.02 A.D. = 1.00 K = 150.00 ECVS: 30+27.36 EVCE: 5082.42 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 78' ROW 6' SIDEWALK EAST DOUGLAS ROAD CENTERLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R10 PLAN AND PROFILE EAST DOUGLAS ROAD B. Mathisen B. Mathisen 1"=40' 30 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R11 STA 49+00 LINE MATCH STA 39+00 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R9 STA 29+00 LINE MATCH STA 29+00 R11 R10 R9 MATCH LINE SEE SHEET R11 STA 49+00 MATCH LINE SEE SHEET R9 STA 29+00 5080 5085 5090 5095 5100 24+00 25+00 26+00 27+00 28+00 29+00 -2.40% 525.0' VC PVI STA = 27+67.99 PVI ELEV = 5084.43 BCVS: 25+17.99 BVCE: 5090.43 A.D. = 2.08 K = 252.24 5080 5085 5090 5095 5100 24+00 25+00 26+00 27+00 28+00 29+00 -2.40% 525.0' VC PVI STA = 27+64.86 PVI ELEV = 5083.74 BCVS: 25+02.36 BVCE: 5090.04 A.D. = 1.90 K = 276.32 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND CENTERLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R9 PLAN AND PROFILE EAST DOUGLAS ROAD B. Mathisen B. Mathisen 1"=40' 29 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R10 STA 29+00 LINE MATCH STA 29+00 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R10 STA 29+00 R11 R10 R9 SD SD SD SD SD SD SD SD SD SD SD SD SD SD B B STREET E STREET B SEE SHEET R3 (STREET E) (STREET B) (STREET E) (STREET D) STREET D SEE SHEET R6 53' ROW 30'  -  4.5' SIDEWALK 4.5' SIDEWALK CENTERLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) R8 PLAN AND PROFILE STREET E B. Mathisen B. Mathisen 1"=40' 28 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 19+75 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH MATCH LINE SEE SHEET R7 STA 19+75 R7 R8 4.5' SIDEWALK 4.5' SIDEWALK STREET E 5070 5075 5080 5085 5090 5095 15+00 16+00 17+00 18+00 19+00 19+75 -1.85% -0.50% 75.0' VC PVI STA = 18+52.74 PVI ELEV = 5076.28 BCVS: 18+15.24 BVCE: 5076.98 ECVS: 18+90.24 EVCE: 5076.09 A.D. = 1.35 K = 55.55 50.0' VC HP ELEV = 5075.84 HP STA = 19+41.88 PVI STA = 19+66.88 PVI ELEV = 5075.71 BVCS: 19+41.88 BVCE: 5075.84 EVCS: 19+91.88 EVCE: 5075.34 A.D. = 1.00 K = 50.00 PROPOSED GRADE EXISTING GROUND CENTERLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) R7 PLAN AND PROFILE STREET E B. Mathisen B. Mathisen 1"=40' 27 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R8 STA 19+75 LINE MATCH STA 19+75 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R7 R8 (STREET B) STREET B SEE SHEET R3 (STREET D) (STREET E) STREET E SEE SHEET R7 30'  -  53' ROW 4.5' SIDEWALK STREET D 4.5' SIDEWALK CENTERLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) R6 PLAN AND PROFILE STREET D B. Mathisen B. Mathisen 1"=40' 26 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R6 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R5 S M F E S X X E. DOUGLAS RD SEE SHEET R11 (E. DOUGLAS RD.) (STREET B) (STREET C) (STREET B) 4.5' WALK STREET C SEE SHEET R5 53' ROW 30'  -  4.5' WALK STREET B CENTERLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) R4 PLAN AND PROFILE STREET B B. Mathisen B. Mathisen 1"=40' 24 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 19+50 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R3 STA 19+50 R3 R4 (STREET D) (STREET B) STREET D SEE SHEET R6 STREET E SEE SHEET R8 (STREET E) (STREET B) 53' ROW 30' - 4.5' SIDEWALK STREET B CENTERLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) R3 PLAN AND PROFILE STREET B B. Mathisen B. Mathisen 1"=40' 23 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R4 STA 19+50 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE LINE MATCH STA 19+50 R3 R4  -  53' ROW 4.5' SIDEWALK STREET A CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) R2 PLAN AND PROFILE STREET A B. Mathisen B. Mathisen 1"=40' 22 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 16+00 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R1 STA 16+00 R2 R1 BVCE: 5086.33 ECVS: 12+92.87 EVCE: 5087.34 A.D. = 1.70 K = 44.11 75.0' VC PVI STA = 15+17.20 PVI ELEV = 5092.68 BCVS: 14+79.70 BVCE: 5091.71 ECVS: 15+54.70 EVCE: 5094.18 A.D. = 1.40 K = 53.56 2.20% 2.60% 2.60% 4.00% -2.40% -2.50% 2.50% 1.50% 0.50% PVI STA = 10+00.00 PVI ELEV = 5085.46 PVI STA = 10+30.00 PVI ELEV = 5084.74 PVI STA = 10+35.00 PVI ELEV = 5084.61 PVI STA = 10+40.00 PVI ELEV = 5084.74 PVI STA = 14+15.09 PVI ELEV = 5090.03 PVI STA = 14+45.10 PVI ELEV = 5090.81 50.0' VC PVI STA = 11+10.00 PVI ELEV = 5085.79 BVCS: 10+85 BVCE: 5085.41 EVCS: 11+35 EVCE: 5085.91 A.D. = 1.00 K = 49.99 BVCS: 15+95.36 BVCE: 5095.81 PROPOSED GRADE EXISTING GROUND CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) R1 PLAN AND PROFILE STREET A B. Mathisen B. Mathisen 1"=40' 21 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R2 STA 16+00 LINE MATCH STA 16+00 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R2 R1 G G G E E E E E E E E E E E G MGAS B F P VAULT CABLE T T V.P. V.GAS P. M B F P B ST ST EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED SUBDRAIN UD SD No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com SS1 OFFSITE SANITARY SEWER B. Mathisen B. Mathisen 1"=150' 20 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP NTS DOUGLAS RD TURNBERRY RD NORTH ( IN FEET ) 0 1 INCH = 150 FEET 150 150 300 450 SS1 INV. IN=5058.76 (W) INV. OUT=5058.56 (E) FG=5069.73 OUTLET D1 INV. OUT=5068.94 (E) FG=5069.01 FES D2 INV. IN=5068.85 (W) FG=5068.55 DROP BOX INLET INV. IN= 5062.85 (W) INV. OUT= 5058.63 (E) EXISTING 24" CMP EXISTING 12" ADS SSMH A1 INV. IN=5055.81 (N) INV. IN=5055.81 (W) INV. OUT=5055.61 (S) FG=5069.08 318.05 LF 15" PVC @ 0.15% SSMH OS1 INV. IN=5056.49 (N) INV. OUT=5056.29 (S) FG=5069.96 318.05 LF 15" PVC @ 0.15% 8" TEE w/ TB & 8" GV (W) N:148946.31 E:205389.53 S89° 21' 11.81"E 975.41 LF 8" PVC U6 UTILITY PLAN D. Weber D. Weber 1"=40' 19 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED SUBDRAIN UD SD U1 U2 U3 U4 U5 U6 MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U5 S00° 38' 48.90"W 203.22 LF 8" PVC S45° 38' 48.90"W 52.72 LF 8" PVC N89° 21' 11.10"W 178.02 LF 8" PVC N69° 06' 48.29"W 45.96 LF 8" PVC N69° 06' 48.29"W 70.76 LF 8" PVC N48° 52' 25.48"W 643.48 LF 8" PVC N81° 00' 27.62"W 130.17 LF 8" PVC 14.64 LF 8" PVC R=310.00' 1 5 9 . 2 2 L F 8 " P V C R = 3 1 0 . 0 0 ' N48° 52' 25.48"W 269.23 LF 8" PVC 45° BEND w/ TB N:148937.28 E:204195.44 45° BEND w/ TB N:148974.13 E:204233.14 FH ASSEMBLY N:148937.93 E:203967.73 FH ASSEMBLY N:149230.39 E:204093.68 22.5° BEND w/ TB N:148980.90 E:203908.39 8"x6' SWIVEL TEE & 6" GV (SW) & 8" GV (NW) N:148955.67 E:203974.50 22.5° BEND w/ TB N:148939.29 E:204017.44 END HORZ. DEFLECTION N:149177.34 E:204235.43 8" TEE w/ TB & 2-8" GV (S,W) N:149216.64 E:204238.56 BEGIN HORZ. DEFLECTION N:149310.47 E:204269.50 BEGIN HORZ. DEFLECTION N:149236.98 E:204109.99 END HORZ. DEFLECTION N:149309.66 E:203954.55 END HORZ. DEFLECTION N:149426.17 E:204331.16 8"x6" SWIVEL TEE & 6" GV (S) N:149239.61 E:204095.59 400.00 LF 8" PVC @ 0.30% 165.79 LF 8" PVC @ 1.03% 241.94 LF 8" PVC @ 1.00% 122.34 LF 8" PVC @ 1.00% 153.62 LF 8" PVC @ 1.00% 274.59 LF 8" PVC @ 0.75% 56.36 LF 8" PVC @ 0.50% 163.66 LF 8" PVC @ 1.00% 113.14 LF 8" PVC @ 1.00% 263.93 LF 8" PVC @ 3.00% 263.93 LF 8" PVC @ 2.00% 72.29 LF 8" PVC @ 0.50% 170.39 LF 8" PVC @ 1.00% STREET D STREET E STREET E SSMH A5-4 INV. IN=5072.58 (NW) INV. OUT=5072.38 (SE) FG=5084.09 SSMH A8 INV. IN=5069.23 (NW) INV. OUT=5069.03 (SE) FG=5078.27 SSMH A5-3 INV. IN=5067.10 (NW) INV. OUT=5066.90 (E) FG=5079.21 SSMH A7 INV. IN=5067.49 (NW) INV. OUT=5067.29 (E) FG=5076.91 SSMH A5-2 INV. IN=5065.77 (W) INV. OUT=5065.57 (E) FG=5077.07 SSMH A6-1 INV. IN=5066.63 (NE) INV. OUT=5066.43 (S) FG=5076.36 SSMH A6 INV. IN=5066.07 (W) INV. IN=5066.07 (N) INV. OUT=5065.87 (S) FG=5075.84 SSMH A5-1 INV. IN=5063.93 (W) INV. OUT=5063.73 (NE) FG=5074.89 SSMH A4 INV. IN=5061.54 (W) INV. OUT=5061.36 (E) FG=5074.74 SSMH A5 INV. IN=5063.45 (N) INV. IN=5063.45 (SW) INV. OUT=5063.25 (E) FG=5074.60 MIDBLOCK CROSS PAN SIDEWALK AND CONCRETE CHASE 9' UTILITY EASEMENT 30' - 30' - 53' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT BEGIN SEPARATE TRENCH SYSTEMS 11° BEND w/ TB N:148957.32 E:204414.18 8" TEE w/ TB & 8" GV (E) N:148994.59 E:204233.37 S78° 21' 11.10"E 184.61 LF 8" PVC S89° 21' 11.81"E 975.41 LF 8" PVC U5 UTILITY PLAN D. Weber D. Weber 1"=40' 18 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED SUBDRAIN UD SD U1 U2 U3 U4 U5 U6 MATCHLINE - SEE SHEET U6 MATCHLINE - SEE SHEET U2 MATCHLINE - SEE SHEET U4 6 6 L F 8 " P V C R = 3 1 0 . 0 0 ' S57° 20' 32.41"W 382.02 LF 8" PVC FH ASSEMBLY N:149094.57 E:202963.83 8"x6" REDUCER & 6" GV (S) N:149112.31 E:202967.71 45° BEND w/ TB N:149122.07 E:202969.85 11.25° BEND w/ TB N:149404.12 E:203423.69 END HORZ. DEFLECTION N:149328.22 E:203291.47 S12° 20' 32.41"W 10.00 LF 8" PVC 153.62 LF 8" PVC @ 2.00% 392.78 LF 8" PVC @ 1.00% STREET E STREET A SSMH A16 INV. OUT=5093.73 (NE) FG=5112.69 SSMH A15 INV. IN=5089.80 (SW) INV. OUT=5089.60 (NE) FG=5102.22 SSMH A5-5 INV. OUT=5080.50 (SE) FG=5093.83 30' - 53' ROW 9' UTILITY EASEMENT U4 UTILITY PLAN D. Weber D. Weber 1"=40' 17 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED SUBDRAIN UD SD U1 U2 U3 U4 U5 U6 MATCHLINE - SEE SHEET U4 MATCHLINE - SEE SHEET U1 1 0 L F 8 " P V C R = 3 1 0 . 0 0 ' 1 2 6 . 9 5 L F 8 " P V C R = 3 1 0 . 0 0 ' N00° 30' 33.00"E 71.57 LF 8" PVC N18° 35' 15.46"W 30.00 LF 8" PVC N63° 35' 15.46"W 140.12 LF 8" PVC 1 1 1 . 5 1 L F 8 " P V C R = 1 4 9 0 . 0 0 ' N67° 52' 32.07"W 163.59 LF 8" PVC 45° BEND w/ TB N:149676.95 E:205155.64 8"x6" REDUCER & 6" GV (SE) N:149648.52 E:205165.20 FH ASSEMBLY N:149629.65 E:205171.54 FH ASSEMBLY N:149677.72 E:204616.34 10"x8" TEE w/ TB & 8" GV (S) N:150041.48 E:204804.34 BEGIN HORZ. DEFLECTION N:149969.91 E:204803.71 8"x6" SWIVEL TEE & 6" GV (SE) N:149686.42 E:204612.73 8" TEE w/ TB & 2-8" GV (SE,SW) N:149846.71 E:204776.98 BEGIN HORZ. DEFLECTION N:149785.10 E:204928.52 END HORZ. DEFLECTION N:149739.28 E:205030.15 STREET C TURNBERRY ROAD E. DOUGLAS ROAD STREET B 153.62 LF 8" PVC @ 1.00% 153.62 LF 8" PVC @ 1.00% 363.32 LF 8" PVC @ 3.00% 338.67 LF 8" PVC @ 1.19% 108.06 LF 15" RCP @ 0.50% 59.62 LF 15" RCP @ 3.17% 30.52 LF 15" RCP @ 0.50% 59.62 LF 15" RCP @ 3.75% 161.64 LF 18" RCP @ 0.50% SSMH B3 INV. IN=5072.49 (SW) INV. IN=5072.49 (N) INV. OUT=5072.29 (E) FG=5082.28 SSMH B2 INV. IN=5061.39 (W) INV. OUT=5061.19 (SE) FG=5073.79 SSMH B1 INV. IN=5057.17 (NW) INV. OUT=5056.97 (S) FG=5071.54 OUTLET C1 INV. OUT=5078.04 (E) FG=5077.22 INLET C3 INV. IN=5075.65 (W) INV. OUT=5075.65 (E) FG=5078.94 INLET C2 INV. IN=5075.80 (W) INV. OUT=5075.80 (E) FG=5078.94 FES C4 INV. IN=5073.76 (W) FG=5073.76 INLET B1 INV. OUT=5068.26 (SE) FG=5071.64 FES B2 INV. IN=5067.45 (NW) FG=5067.39 OUTLET A1 INV. OUT=5065.90 (E) FG=5066.80 FES A2 INV. IN=5065.36 (W) FG=5065.36 9' UTILITY EASEMENT 30' - 53' ROW 9' UTILITY EASEMENT \A1;9' UTILITY EASEMENT 318.05 LF 15" PVC @ 0.15% U3 UTILITY PLAN D. Weber D. Weber 1"=40' 16 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED SUBDRAIN UD SD U1 U2 U3 U4 U5 U6 MATCHLINE - SEE SHEET U6 MATCHLINE - SEE SHEET U2 R = 3 1 0 . 0 0 ' N48° 52' 25.48"W 269.23 LF 8" PVC N36° 27' 11.10"W 74.27 LF 8" PVC N11° 36' 42.35"W 74.27 LF 8" PVC N00° 48' 32.03"E 52.46 LF 8" PVC S89° 21' 11.10"E 258.00 LF 8" PVC S89° 21' 11.10"E 176.29 LF 8" PVC S89° 21' 11.10"E 499.00 LF 8" PVC S89° 21' 11.10"E 121.57 LF 8" PVC 1 2 5 . 6 4 L F 8 " P V C R = 3 1 0 . 0 0 ' FH ASSEMBLY N:149660.27 E:203869.58 8" TEE w/ TB & 2-8" GV (E,S) N:149671.68 E:203693.41 11.25° BEND w/ TB N:149619.22 E:203692.67 11.25° BEND w/ TB N:149486.74 E:203751.75 22.5° BEND w/ TB N:149546.48 E:203707.62 8" TEE w/ TB & 2-8" GV (S,W) N:149664.06 E:204368.66 8"x6" SWIVEL TEE & 6" GV (S) N:149669.69 E:203869.69 END HORZ. DEFLECTION N:149662.68 E:204490.22 BEGIN HORZ. DEFLECTION N:149568.48 E:204367.58 END HORZ. DEFLECTION N:149426.17 E:204331.16 274.59 LF 8" PVC @ 0.75% 70.98 LF 8" PVC @ 0.50% 70.98 LF 8" PVC @ 0.50% 61.40 LF 8" PVC @ 0.50% 106.62 LF 8" PVC @ 2.00% 393.42 LF 8" PVC @ 0.50% 393.42 LF 8" PVC @ 0.50% STREET B STREET D E. DOUGLAS ROAD STREET E 26.58 LF 15" RCP @ 0.50% 30.33 LF 15" RCP @ 0.50% SSMH A12-2 INV. OUT=5077.24 (W) SSMH A12 FG=5086.84 INV. IN=5073.10 (W) INV. IN=5073.10 (E) INV. OUT=5072.90 (S) FG=5083.47 SSMH A12-1 INV. IN=5075.27 (E) INV. OUT=5075.07 (W) FG=5083.90 SSMH A10 INV. IN=5072.04 (N) INV. OUT=5071.84 (SE) FG=5083.95 SSMH A9 INV. IN=5071.49 (NW) INV. OUT=5071.29 (SE) FG=5083.07 SSMH A6-3 INV. OUT=5070.66 (S) FG=5080.48 SSMH A11 INV. IN=5072.59 (N) INV. OUT=5072.39 (S) FG=5083.74 SSMH A6-2 INV. IN=5068.53 (N) INV. OUT=5068.33 (SW) FG=5077.45 SSMH B5 INV. OUT=5075.77 (NE) FG=5087.67 FES F2 INV. IN=5081.61 (W) INV. OUT=5081.61 (E) FG=5085.30 FES F4 INV. IN=5081.33 (W) FG=5081.33 MIDBLOCK CROSS PAN SIDEWALK AND CONCRETE CHASE RAIN GARDEN OVERFLOW DRAIN BASIN S84° 02' 06.27"E 296.16 LF 6" PERFORATED PVC @ 0.20% N53° 36' 10.16"E 121.97 LF 6" NON-PERFORATED PVC @ 0.20% DAYLIGHT RAIN GARDEN W/ FLAP GATE AT 5078.50' 9' UTILITY EASEMENT 9' UTILITY EASEMENT 30' - 53' ROW U2 UTILITY PLAN D. Weber D. Weber 1"=40' 15 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED SUBDRAIN UD SD U1 U2 U3 U4 U5 U6 MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U5 MATCHLINE - SEE SHEET U1 F E S M M F E S F E S M M X X X X TELE F.O. TELE F E S X X ST 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W B S00° 38' 49.07"W 117.00 LF 8" PVC S23° 18' 32.03"W 21.87 LF 8" PVC S34° 33' 32.03"W 187.99 LF 8" PVC S23° 18' 32.03"W 37.21 LF 8" PVC S00° 48' 32.03"W 54.80 LF 8" PVC S00° 48' 32.03"W 89.77 LF 8" PVC 1 2 9 . 4 5 L F 8 " P V C R = 3 1 0 . 0 0 ' 37.77 LF 8" PVC R=310.00' 1 3 8 . 6 6 L F 8 " P V C R = 3 1 0 . 0 0 ' N58° 17' 05.08"W 42.07 LF 8" PVC FH ASSEMBLY N:149455.56 E:203414.30 8" TEE w/ TB & 2-8" GV (SE,SW) N:149426.24 E:203387.90 11.25° BEND w/ TB N:149404.12 E:203423.69 8"x6" SWIVEL TEE & 6" GV (SE) N:149459.50 E:203405.75 BEGIN HORZ. DEFLECTION N:149584.83 E:203434.16 8" TEE w/ TB & 2-8" GV (E,S) N:149674.59 E:203435.43 22.5° BEND w/ TB N:149729.39 E:203436.20 11.25° BEND w/ TB N:149763.56 E:203450.92 11.25° BEND w/ TB N:149918.37 E:203557.56 22.5° BEND w/ TB N:149938.46 E:203566.21 10"x8" TEE w/ TB & 8" GV (S) N:150055.46 E:203567.53 278.00 LF 8" PVC @ 2.50% 202.70 LF 8" PVC @ 3.00% 153.62 LF 8" PVC @ 2.00% 46.58 LF 8" PVC @ 0.50% E. DOUGLAS ROAD STREET A STREET B 26.58 LF 15" RCP @ 0.50% 30.33 LF 15" RCP @ 0.50% 26.25 LF 15" RCP @ 0.50% SSMH A14 INV. IN=5086.53 (SW) INV. OUT=5086.33 (N) FG=5097.26 SSMH A13 INV. IN=5080.25 (S) INV. IN=5080.25 (N) INV. OUT=5080.05 (E) FG=5090.42 SSMH A13-1 INV. OUT=5080.48 (S) FG=5089.22 FES F2 INV. IN=5081.61 (W) INV. OUT=5081.61 (E) FG=5085.30 INLET F3 INV. IN=5081.46 (W) INV. OUT=5081.46 (E) FG=5085.21 FES F1 INV. OUT=5081.74 (E) FG=5081.74 U1 UTILITY PLAN D. Weber D. Weber 1"=40' 14 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H YD PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED SUBDRAIN UD SD U1 U2 U3 U4 U5 U6 MATCHLINE - SEE SHEET U2 MATCHLINE - SEE SHEET U4 G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WV WVWV WV WV WV X X X X X V.P. WV H Y D WV WV X X X X X X X X X X X X X X X X X X G W X X M X X X X F E S M M F E S F E S M M X TELE F.O. TELE F E S F E S M GAS VAULT CABLE H Y D T T V.P. GAS V.P. M B F P X X F E S M F E S TELE X F E S M F E S X X X X X W S O X X V.P. VAULT CABLE BOX CABLE M M H2O X V.GAS P. GAS 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT STORM DRAIN F STORM DRAIN C STORM DRAIN B STORM DRAIN A STORM DRAIN D SUBDRAIN LINE A SUBDRAIN LINE A CONNECT TO EXISTING 8" WATERLINE PROPOSED 15" OFFSITE SANITARY SEWER SEE SHEET SS1 BEGIN SINGLE TRENCH WITH SANITARY SEWER AND SUBDRAIN TURNBERRY ROAD STREET A STREET B STREET C STREET E E. DOUGLAS ROAD STREET A STREET D STREET E STREET B 8" SEWER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" SEWER 8" SEWER 8" SEWER 8" SEWER 8" SEWER 8" SEWER 8" SEWER 8" SEWER 15" SEWER CONNECT TO EXISTING 10" WATERLINE CONNECT TO EXISTING 10" WATERLINE OUTLET STRUCTURE OUTLET STRUCTURE OUTLET STRUCTURE UNDERDRAIN FOR RAIN GARDEN OU1 UTILITY PLAN OVERALL D. Weber D. Weber 1"=120' 13 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 1 inch = ft. 120 0 120 Feet 120 240 360 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 66.83 67.65 66.83 67.63 67.03 69.23 72.04 71.81 70.95 72.99 73.99 71.49 71.77 71.34 71.26 (71.19) (71.16) (71.16) 67.44 66.21 65.39 63.91 63.80 69.40 69.78 73.51 73.51 24.7% 20.6% 1.2% 1.4% 3.7% 2.4% 0.9% 1.4% 0.4% 2.1% SIDEWALK AND CONCRETE CHASE POND 1 ± 247,021 C.F. POND 2 ± 280,088 C.F. EXISTING 24" CMP EXISTING AREA INLET INV. IN= 5059.67 (E) INV. OUT= 5055.45 (W) EXISTING 12" ADS INV. IN= 5063.00 (S) INV. OUT= 5062.50 (N) 2' CONCRETE PAN 2' CONCRETE PAN BLOCK LOT 3 3 0 G6 GRADING PLAN B. Mathisen B. Mathisen 1"=40' 12 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD LEGEND: 5013 93 ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER G1 G2 G3 G4 G5 G6 MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G5 79.64 80.53 81.45 82.38 83.30 85.34 86.05 85.82 87.52 89.68 75.30 76.54 75.45 76.06 77.56 77.86 76.78 78.22 79.35 79.50 79.38 80.13 80.25 81.01 81.21 82.04 82.15 83.18 83.47 84.52 85.81 87.31 89.26 89.43 81.22 80.34 80.06 79.05 78.23 77.63 77.35 77.12 76.79 77.52 80.82 81.99 83.18 84.30 84.60 85.82 87.52 89.68 77.00 74.61 74.82 75.10 74.99 75.48 75.78 75.15 75.49 76.11 75.49 76.66 77.06 75.50 75.60 77.36 75.84 81.33 80.36 79.39 78.38 80.57 77.62 77.23 79.19 79.81 79.81 76.58 76.87 77.17 18.3% 31.2% 17.6% 20.7% 4.8% 2.1% 4.9% 2.2% 7.0% 7.7% 2.1% 2.1% 2.1% 2.1% 4.4% 2.7% 2.7% 4.6% 17.7% 4.3% 4.7% 0.5% 6.7% 5.1% 2.7% 2.7% 73.19 72.05 73.03 72.30 73.51 73.51 70.08 71.20 71.12 73.51 71.19 PROPOSED FES INLET POND 2 ± 280,088 C.F. 11 5 15 17 14 20 24 12 18 3 2 4 6 8 10 9 11 23 67 25 8 7 16 13 15 6 7 26 5 10 22 16 9 19 18 15 16 14 13 12 5 12 10 11 1 17 21 13 14 9 8 7 6 27 LOT 5 5 LOT 12 LOT 5 LOT 12 LOT 10 LOT 11 LOT 1 LOT 17 LOT 21 LOT 13 LOT 14 LOT 9 LOT 8 LOT 7 LOT 6 LOT 27 LOT 23 LOT 67 LOT 25 LOT 8 LOT 7 LOT 16 LOT 13 LOT 15 LOT 6 LOT 7 LOT 26 LOT 5 LOT 10 LOT 22 LOT 16 LOT 9 LOT 19 LOT 18 LOT 15 LOT 16 LOT 14 LOT 13 LOT 15 LOT 17 LOT 14 LOT 20 LOT 24 LOT 12 LOT 18 LOT 3 LOT 2 LOT 4 LOT 6 LOT 8 LOT 10 LOT 9 LOT 11 LOT 11 BLOCK 4 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 8 BLOCK 7 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 7 BLOCK 7 BLOCK 0 BLOCK 7 BLOCK 8 BLOCK 4 BLOCK 4 BLOCK 7 BLOCK 7 BLOCK 5 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 5 BLOCK 7 BLOCK 7 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 4 BLOCK 7 BLOCK 4 BLOCK 4 BLOCK 4 BLOCK 7 G5 GRADING PLAN B. Mathisen B. Mathisen 1"=40' 11 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD LEGEND: 5013 93 ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER G1 G2 G3 G4 G5 G6 MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G2 MATCHLINE - SEE SHEET G4 11.79 14.69 11.91 16.98 13.03 22.00 13.94 14.85 13.99 12.95 11.78 10.21 8.27 6.27 4.66 3.97 3.47 2.89 1.81 94.89 95.50 18.55 10.27 7.43 4.49 1.64 99.19 97.16 96.04 93.16 93.43 94.07 92.56 90.70 88.83 86.97 85.11 89.68 91.93 89.68 92.38 95.39 13.77 14.8% 18.3% 31.2% 7.0% 7.7% 14.4% 16.1% 17.2% 7.9% 4.9% 2.3% 3.2% 3.1% 2.3% 3.3% 3.2% 2.2% 2.7% 4.1% 5.0% 4.5% 5.1% 8.8% 25.1% 13.2% 11.1% 15.4% 17.8% 23.6% 16.9% 24.6% 43.1% 20.9% 22.8% 24.2% 20.6% 26.00 6.93 0.26 76.31 83.04 13.07 13.50 15.59 13.60 11.07 11.50 9 10 11 12 13 16 17 14 15 22 8 19 18 16 6 5 4 3 1 7 20 21 18 19 17 2 27 LOT 17 LOT 2 LOT 27 LOT 19 LOT 18 LOT 16 LOT 6 LOT 5 LOT 4 LOT 3 LOT 1 LOT 7 LOT 20 LOT 21 LOT 18 LOT 19 LOT 11 LOT 12 LOT 13 LOT 16 LOT 17 LOT 14 LOT 15 LOT 22 LOT 8 LOT 9 LOT 10 BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 7 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 G4 GRADING PLAN B. Mathisen B. Mathisen 1"=40' 10 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD LEGEND: 5013 93 ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER G1 G2 G3 G4 G5 G6 MATCHLINE - SEE SHEET G5 MATCHLINE - SEE SHEET G1 88.11 88.13 85.24 83.91 87.73 86.94 82.41 83.32 86.20 81.37 80.34 82.32 80.73 79.18 77.60 76.00 78.94 77.43 75.95 74.58 73.15 73.72 71.35 71.35 72.74 71.08 72.32 72.41 71.83 72.63 73.20 72.88 73.95 73.53 74.30 74.95 74.65 76.32 75.01 77.65 75.38 78.98 80.34 75.72 76.06 76.26 79.49 82.84 83.29 81.29 83.74 83.89 83.90 86.49 88.03 81.37 6.3% 12.4% 46.5% 7.6% 3.1% 0.8% 1.5% 9.7% 7.9% 2.7% 3.2% 1.7% 3.4% 3.3% 3.3% 5.6% 6.9% 7.7% 7.2% 5.8% 2.0% 2.7% 0.5% 2.5% 70.89 65.54 65.62 73.76 76.26 77.22 77.56 77.86 72.91 72.91 71.61 70.47 69.08 71.35 66.33 66.07 65.75 70.93 70.52 73.51 73.51 25.2% PROPOSED FES PROPOSED OUTFALL FES OUTLET STRUCTURE INLET PROPOSED FES EXISTING CONCRETE RUNDOWN 2' CONCRETE PAN 22 21 20 3 16 17 8 18 15 7 9 14 23 6 11 12 13 10 2 1 2 1 3 4 5 LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 4 LOT 11 LOT 12 LOT 13 LOT 10 LOT 2 LOT 1 LOT 22 LOT 21 LOT 20 LOT 19 LOT 3 LOT 16 LOT 17 LOT 8 LOT 18 LOT 15 LOT 7 LOT 9 LOT 14 LOT 23 LOT 6 BLOCK 3 BLOCK 3 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 3 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 1 BLOCK 2 G3 GRADING PLAN B. Mathisen B. Mathisen 1"=40' 9 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD LEGEND: 5013 93 ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER G1 G2 G3 G4 G5 G6 MATCHLINE - SEE SHEET G6 MATCHLINE - SEE SHEET G2 87.58 82.78 83.54 88.11 83.90 84.05 88.03 84.20 87.87 84.36 86.58 84.53 84.70 85.43 85.82 84.60 85.33 85.08 84.83 84.58 84.31 84.01 83.72 83.42 84.33 84.08 83.13 82.83 83.83 83.58 82.54 83.33 82.24 81.95 82.99 81.65 82.60 82.62 81.65 82.27 83.11 82.88 83.50 83.50 83.88 84.11 84.75 84.73 86.10 82.82 83.06 83.92 82.06 82.85 83.16 83.43 83.68 83.93 84.18 84.43 84.68 84.93 80.26 80.37 80.45 80.57 80.69 80.82 80.94 81.06 81.33 82.32 82.06 80.36 81.56 81.07 80.57 79.81 79.81 79.81 77.17 77.47 79.81 1.6% 2.7% 0.0% 21.0% 5.4% 0.7% 6.3% 7.2% 2.0% 2.2% 4.2% 2.1% 1.1% 7.9% 9.1% 3.1% 3.1% 3.1% 3.1% 4.4% 2.0% 2.1% 2.3% 5.1% 2.7% 78.50 80.50 81.50 81.50 81.82 81.32 81.82 77.86 PROPOSED FES RAIN GARDEN WETLAND BUFFER ZONE SIDEWALK AND CONCRETE CHASE SIDEWALK AND CONCRETE CHASE MIDBLOCK CROSS PAN POND 3 (WETLANDS) ON TOP OF A PERMANENT WATER SURFACE ELEVATION OF 5078.5 ± 147,385 C.F. 1 2 19 18 4 19 20 1 2 16 17 3 4 5 7 15 8 9 10 11 12 13 6 14 4 5 3 18 13 12 6 7 8 9 2 11 3 4 5 1 1 2 10 3 4 1 2 27 LOT 5 5 LOT 11 LOT 1 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 10 LOT 3 LOT 4 LOT 1 LOT 2 LOT 27 LOT 19 LOT 20 LOT 1 LOT 2 LOT 16 LOT 17 LOT 3 LOT 4 LOT 5 LOT 7 LOT 15 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 6 LOT 14 LOT 3 LOT 4 LOT 5 LOT 18 LOT 13 LOT 12 LOT 6 LOT 7 LOT 8 LOT 9 LOT 2 LOT 4 LOT 19 LOT 18 BLOCK 4 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 1 BLOCK 1 BLOCK 8 BLOCK 4 BLOCK 4 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 8 BLOCK 8 BLOCK 4 BLOCK 4 BLOCK 1 BLOCK 1 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 3 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 3 G2 GRADING PLAN B. Mathisen B. Mathisen 1"=40' 8 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD LEGEND: 5013 93 ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER G1 G2 G3 G4 G5 G6 MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G4 MATCHLINE - SEE SHEET G1 S M M X X X X TELE F.O. TELE F E S X X ST B E. DOUGLAS ROAD STREET A STREET B 87.76 91.60 94.47 90.02 91.69 97.76 0.15 93.16 2.32 96.28 2.60 99.27 5.50 2.21 8.21 10.02 92.14 92.50 92.64 88.83 88.49 86.52 95.94 93.55 84.73 86.10 4.1% 6.6% 5.7% 3.1% 4.9% 6.2% 6.8% 4.5% 3.7% 4.7% 5.2% 16.0% 16.3% 25.5% 25.0% 25.6% 2.9% 5.1% 81.74 92.60 95.97 4.03 90.60 93.97 3.57 1.57 1.82 3.82 3.93 1.93 2.03 6.57 6.34 8.57 8.34 PROPOSED FES 24 22 23 25 29 26 28 1 30 27 28 27 LOT 1 LOT 30 LOT 1 LOT 27 LOT 28 LOT 27 LOT 26 LOT 28 LOT 24 LOT 22 LOT 23 LOT 25 LOT 29 BLOCK 1 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 7 G1 GRADING PLAN B. Mathisen B. Mathisen 1"=40' 7 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD LEGEND: 5013 93 ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER G1 G2 G3 G4 G5 G6 MATCHLINE - SEE SHEET G2 MATCHLINE - SEE SHEET G4 X X X X V.P. WV H Y D WV WV X X X X X X X X X X X X X X X X X X G W X X M X X X X F E S M M F E S F E S M M X TELE F.O. TELE F E S F E S M GAS VAULT CABLE H Y D T T V.P. GAS V.P. M B F P X X F E S M F E S TELE X F E S M F E S X X X X X W S O X X V.P. VAULT CABLE BOX CABLE M M H2O X V.GAS P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST STREET B STREET C STREET E E. DOUGLAS ROAD STREET A STREET D STREET E STREET B STREET A TURNBERRY ROAD STREET D STREET B PROPOSED FES WETLAND BUFFER ZONE PROPOSED FES W/ RESTRICTOR PLATE SIDEWALK AND CONCRETE CHASE PROPOSED OUTFALL FES OUTLET STRUCTURE SIDEWALK AND CONCRETE CHASE PROPOSED FES INLET INLET PROPOSED FES POND 1 POND 2 POND 3 UD UD UD EXISTING 24" CMP RAIN GARDEN OG1 GRADING PLAN OVERALL B. Mathisen B. Mathisen 1"=120' 6 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL ( IN FEET ) 1 inch = ft. 120 0 120 Feet 120 240 360 No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD LEGEND: 5013 93 ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER X X X X X X X X X X X X X X X X X X V.P. W S O W S O W S O W S O X X X X X X X X X X X M GAS F E S F E S TELE X X F E S M F E S X X X X X X X X X W S O X X X X X X X X X X X X X X X V.P. VAULT CABLE BOX CABLE H2O X V.GAS P. GAS 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PUMP HOUSE TO REMAIN GAS LINE TO REMAIN WATERLINE TO REMAIN ELECTRIC LINE TO REMAIN ELECTRIC TRANSFORMER BOX TO REMAIN PUMP HOUSE TO REMAIN VERTICAL PIPE TO REMAIN PUMP HOUSE TO REMAIN ± 345 L.F. OF FENCE TO BE REMOVED ± 1,962 L.F. OF OVERHEAD ELECTRIC LINE TO BE BURIED ± 1,322 L.F. OF FENCE TO BE REMOVED ± 565 L.F. OF FENCE TO BE REMOVED ± 783 L.F.OF FENCE TO BE REMOVED ± 690 L.F. OF FENCE TO BE REMOVED ± 925 S.F. OF WETLAND TO BE RELOCATED TO WETLAND TO THE WEST ± 42,003 S.F. OF WETLANDS TO REMAIN DROP BOX INLET INV. IN= 5062.84 (W) INV. OUT= 5058.62 (E) EXISTING 24" CMP FL = 5063.37 TELEPHONE PEDESTAL TO BE REMOVED OVERHEAD ELECTRIC POLE TO BE REMOVED ± 350 S.F. OF CONCRETE TO BE REMOVED TURNBERRY ROAD TURNBERRY ROAD E. DOUGLAS ROAD OPEN WATER POND TO BE REMOVED OUTFALL PIPE EXTENDS TO BOTTOM OF THE DITCH TO THE EAST BENCHMARK 92-14 N:150095.01 E:205460.88 CP "DAY" N:149746.84 E:204141.24 NE CORNER S30-T8N-R68W N:150052.51 E:205416.94 "STOP" SIGN TO BE RELOCATED "STOP" SIGN "RIGHT LANE BIKES ONLY" SIGN / / / / / / / / / / / / / EXISTING 18" CMP CULVERT TO BE REMOVED EXISTING 12" CMP CULVERT TO BE REMOVED / / / / / / / / / / / / / / FORT COLLINS CITY BOUNDARY EXISTING 60' ROW EXISTING 60' ROW EX2 AND DEMOLITION PLANS EXISTING CONDITIONS D. Weber D. Weber 1"=80' 5 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. ORIGINAL FIELD SURVEY BY: NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 103-005 DATE: JULY 11, 2006 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) EARTH ENGINEERING CONSULTANTS, INC. PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT EEC PROJECT NUMBER: 1062013 DATE: FEBRUARY 22, 2006 APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL EX1 EX2 E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X WV TELE H Y D WV WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F E S F E S M X X X X X X X F E S M M F E S F E S M M X X TELE F.O. TELE F E S X F E S F E S MM WV F E S F E S F E S F E S E E F E S M F E S F E S M M W S O W F E S F E S M M X GAS F E S X X E E F E S X X X F E S M 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN UNDERGROUND WATER LINE TO REMAIN EXISTING 10" WATERLINE TO REMAIN ±1,067 L.F OF OVERHEAD ELECTRIC LINE TO BE BURIED GAS VALVE TO REMAIN ELEVATED PIPES (2) TO REMAIN EXISTING CATTLE GUARD TO REMAIN EXISTING FENCE TO REMAIN ELECTRICAL BOX W/ METAL 2 RAIL FENCE TO REMAIN ELECTRICAL BOX W/ METAL 2 RAIL FENCE TO REMAIN WATERLINE TO REMAIN GAS LINE TO REMAIN OIL RIG IN THE MIDDLE OF THE FENCE TO REMAIN ELECTRIC LINE TO REMAIN MSSU W/ METAL 2 RAIL FENCE TO REMAIN FENCE TO REMAIN MAILBOX TO REMAIN MAILBOX TO REMAIN TELEPHONE PEDESTAL TO REMAIN MAILBOXES TO REMAIN MAILBOX TO REMAIN MAILBOXES TO REMAIN EXISTING FIRE HYDRANT TO BE ADJUSTED TO FINAL GRADE TELEPHONE PEDESTAL TO BE REMOVED ± 905 L.F. OF FENCE TO BE REMOVED ± 1,157 L.F. OF FENCE TO BE REMOVED ± 42,003 S.F. OF WETLANDS TO REMAIN E. DOUGLAS ROAD N 1/4 S30-T8N-R68W N:150082.36 E:202773.42 CP "OIL" N:149442.70 E:202963.65 EXISTING 60' ROW EX1 AND DEMOLITION PLANS EXISTING CONDITIONS D. Weber D. Weber 1"=80' 4 NORTH 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL No. Revisions: By: Date: REVIEWED BY: B. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 12/14/16 PROJECT: 1324-001 Sheet of 39 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP NTS DOUGLAS RD TURNBERRY RD EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. ORIGINAL FIELD SURVEY BY: NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 103-005 DATE: JULY 11, 2006 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) EARTH ENGINEERING CONSULTANTS, INC. PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT EEC PROJECT NUMBER: 1062013 DATE: FEBRUARY 22, 2006 APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL EX1 EX2 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure. 19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION 1. Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall immediately notify owner of the utility involved and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. Cost of repairs shall be the responsibility of the Contractor. 2. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 3. Safety: All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 4. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft)shall be placed within ten feet (10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 5. Design Approval and Notice of Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all line testing. Construction or testing shall conform to District Specifications at all times. In event that State or City road excavation permit(s) are required Contractor shall notify District of proposed construction schedule well in advance to allow time for District to obtain the required permit(s). 6. Permits: Contractor is responsible for obtaining all County road permits which may be required. 7. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on As-Built drawings as detailed below in these Notes. 8. Materials of Construction: a. Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (SDR 18). All PVC piping 14-inch through 24-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36", Class 200 (SDR 18). Pipe with a diameter greater than 24 inches shall be specified based on engineered design. Pipe size shall be as shown on the approved plans. All non-metal water piping shall be installed with a twelve (12) gauge braided copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. b. Gate Valves - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve shall be Mueller A-2380-20 or approved equal. c. Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. Valve shall be Mueller or approved equal. d. Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units. Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe. e. Fittings - All fittings shall be swing assemblies with anchor couplings. 9. Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. 10. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 11. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority. 12. Thrust Blocks: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and concrete thrust blocks in accordance with ELCO Specifications. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14. Asphalt Replacement: In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's record) and is cut, the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15. Pipe Cover: A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the District's authorized contractor with no exception. 17. Inspection: ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in the District's Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices. 18. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 19. Project As-Built and Record Drawing Requirements: a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built drawings shall be forwarded to project's design engineer for conversion to Record Drawings. b. Record Drawings are prepared by the project's design engineer and reflect on-site changes the contractor noted in the as-built drawings. The Record Drawings shall be approved by ELCO prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved. 20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the ELCO. City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of said engineer’s work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Entity Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering Firm) shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins – 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. 24. If the Local Entity Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation. The Developer shall be responsible for obtaining soils tests within the Public Right-of- Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the Local Entity’s default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the Local Entity Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County FloodPlain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (Local Entity, County or State), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development’s local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the Local Entity. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the Local Entity Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Local Entity’s Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 BENCHMARK 92-14 AT THE NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. ELEVATION: 5075.10 BENCHMARK 92-15 AT DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. ELEVATION: 5123.89 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17' 41. All stationing is based on centerline/flowline (insert proper word) of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer’s expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all “T” intersections. 46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: (list). 48. Approved Variances are listed as follows: (Plan set must have a list of all applicable variances for the project). CONSTRUCTION NOTES A. Grading and Erosion and Sediment Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of- way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the Local Entity. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall clean up any inadvertent deposited material immediately and make sure streets are free of all materials by the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the Local Entity or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. To ensure that sediment does not move off of individual lots one or more of the following sediment/erosion control BMPs shall be installed and maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Within Loveland GMA and City Limits Only). a. Below all gutter downspouts. b. Out to drainage swales. c. Along lot perimeter. d. Other locations, if needed. 16. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City/County. 17. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites. 18. Add notes to reflect the stormwater runoff control plan of the individual development. B. Street Improvements Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the Local Entity Engineer in Loveland. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the Local Entity Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than ¼ inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. “Proof roll” vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity Engineer shall be notified at least 24 hours prior to the “proof roll.” All “proof rolls” shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local Entity Engineer reserves the right to require additional signage and/or striping if the Local Entity Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering Firm) shall be followed and implemented. 3. Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Waterline Note 1. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/14/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS1 COVER SHEET D. Weber D. Weber NTS 1 CONTACT INFORMATION PROJECT TEAM: GAS----------------- Xcel Energy---------------------------------------------------------(970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-----------------------------(970) 224-6152 CABLE------------- Comcast-------------------------------------------------------------(970) 567-0245 TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501 WATER------------ ELCO Water Distric-----------------------------------------------(970) 221-6700 WASTEWATER--Boxelder Sanitation District-------------------------------------(970) 221-6700 STORMWATER- City of Fort Collins Utilities--------------------------------------(970) 221-6700 FIBER OPTICS-- Colorado State University---------------------------------------(970) 491-0187 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. DECEMBER 2016 SHEET INDEX PRELIMINARY UTILITY PLANS FOR A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO COUNTRY CLUB RESERVE PHONE NUMBER Bud Curtiss, PE Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Erik Smith, PLS Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 *The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. VICINITY MAP NORTH 1"=2,000' I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT DATUM: NAVD88 BENCHMARK 92-14 AT THE NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. ELEVATION: 5075.10 BENCHMARK 92-15 AT DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. ELEVATION: 5123.89 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17' Northern Engineering Services, Inc. Project No. 103-005 Date: July 11, 2006 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, Inc. Preliminary Geotechnical Exploration - Boma Farm Development Fort Collins, Colorado EEC Project No. 1062013 Date: February 22, 2006 PROJECT BENCHMARKS: E N G I N E E R I N G N O R T H E RN E N G I N E E R I N G N O R T H E RN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SITE ENGINEER SURVEYOR CS1 COVER SHEET CS2-CS3 GENERAL AND CONSTRUCTION NOTES EX1-EX2 EXISTING CONDITIONS AND DEMOLITION PLAN OG1 OVERALL GRADING PLAN G1-G6 GRADING PLAN OU1 OVERALL UTILITY PLAN U1-U6 UTILITY PLAN SS1 OFFSITE SANITARY SEWER R1-R2 STREET A PLAN AND PROFILE R3-R4 STREET B PLAN AND PROFILE R5 STREET C PLAN AND PROFILE R6 STREET D PLAN AND PROFILE R7-R8 STREET E PLAN AND PROFILE R9-R11 EAST DOUGLAS ROAD PLAN AND PROFILE R12-R13 TURNBERRY ROAD PLAN AND PROFILE XS1-XS3 EAST DOUGLAS ROAD ROADWAY CROSS SECTIONS XS4-XS5 TURNBERRY ROAD ROADWAY CROSS SECTIONS DR1 DRAINAGE EXHIBIT PROJECT LOCATION MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL The Birdsall Group, LLC 444 Mountain Avenue Berthoud, CO 80513 (970) 532-5891 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Crystal Cove Development, LLC 8020 S County Road 5, Unit 200 Fort Collins, CO 80528 (970) 204-9393