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Home My WebLink AboutTHE PARK TOWNHOMES AT FOSSIL RIDGE (FORMERLY ZIEGLER TOWNHOMES) - PDP/FDP - FDP160043 - PLANS - UTILITY PLANSZIEGLER ROAD EAST HARMONY ROAD COUNTY FAIR LANE SABER CAT DRIVE KECHTER ROAD 16' 7' PARK TRAVEL 7' PARK 6' (MIN.) PKWY 30' ROADWAY 51' ROW (MIN.) (MIN) WALK 4.5' 6'.5 Min. Fence Setback UTIL. ESMT. 9' 9' UTIL. ESMT. (MIN.) PKWY 6' WALK (MIN) 4.5' CS1 COVER SHEET A. Reese B. Ruch N/A FEBRUARY 2017 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: VICINITY MAP NORTH 1"=1500' King Surveyors, Inc. Project No. 2011568 Date: December 20, 2011 CS2 GENERAL & CONSTRUCTION NOTES A. Reese B. Ruch N/A 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF STOP CC CC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X WW W VB OHE OHE OHE OHE RD RD VB X X X X X X X X X X X X X X X X X X X CO CO RD CO RD X X X RD RD RD S S SS X STOP VB VB X X X X X X X X X X X TF TF TF TF TF TF SABER CAT DRIVE ZIEGLER ROAD COUNTY FAIR LANE ALLEY 15' UTILITY EASEMENT 15' UTILITY EASEMENT PROPOSED SAWCUT EXISTING STRIPING (TYP.) PROPOSED SAWCUT 4' SIDEWALK (TYP.) 3.5' SIDEWALK (TYP.) 6' SIDEWALK 6' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4' SIDEWALK (TYP.) 3.5' SIDEWALK (TYP.) "STOP" SIGN R1-1 R20' R20' TIE TO TIE TO EXISTING EXISTING EXISTING 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER EXISTING 4.5' SIDEWALK EXISTING 4.5' SIDEWALK TIE TO TIE TO EXISTING EXISTING PROPOSED 30" VERTICAL CURB & GUTTER TIE TO EXISTING PROPOSED TF TF STOP VB X X X X X X X X X X X X X X SS SS SS SS X SS SS SS SS SS SS TF TF S S S W W S W W W EM GM GM EM EM EM W W W W IR IR IR IR W SABER CAT DRIVE ZIEGLER ROAD COUNTY FAIR LANE ALLEY 15' UTILITY EASEMENT 6' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT EXISTING 4.5' SIDEWALK EXISTING 4.5' SIDEWALK TF VB SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS TF S S GM GM GM GM EM EM W W UD UD UD UD UD UD 15' UTILITY EASEMENT 5' UTILITY EASEMENT 6' SIDEWALK SANITARY LINE A SEE SHEET SS1 EXISTING 10" SANITARY SEWER DETENTION VAULTS EXISTING EXISTING FH STORM DRAIN INSTALL MH CONNECT TO EXISTING SANITARY SEWER PROPOSED 6" SANITARY SERVICE (TYP.) PROPOSED 1 1/2" WATER SERVICE (TYP.) INSTALL INSERTA-TEE CONNECT TO EXISTING STORM DRAIN N:1429805.43 E:3134322.52 N:1429851.17 E:3134062.08 8" PVC SANITARY SSMH A EXMH SS SS SS SS SS SS S S W W UD UD 15' UTILITY EASEMENT AREA DRAIN SEE SHEET U1-U2 EXISTING 10" SANITARY SEWER DETENTION VAULTS INSTALL MH CONNECT TO EXISTING SANITARY SEWER PROPOSED 1 1/2" WATER SERVICE (TYP.) 73.82 LF 8" PVC @ 2.00% 50.87 LF 8" PVC @ 2.00% 20.79 LF 6" PVC @ 2.00% 4.42 LF 6" PVC @ 2.00% PROPOSED 1 1/2" WATER SERVICE (TYP.) OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 BLDG D BLDG F BLDG E BLDG C LOT 20 LOT 21 LOT 15 LOT 16 LOT 8 LOT 9 LOT 4 LOT 5 LOT 6 LOT 7 SSMH A2 STA 11+24.69 N: 1430069.16 E: 3134164.24 SSMH A STA 10+00.00 N: 1430063.51 E: 3134039.67 BLDG D SERV 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+75 FES A STA 10+00.00 INV. 4905.62 (N) STMH A2 (FLAT TOP) STA 11+68.70 RIM 4911.7± INV. IN 4906.47 (N) INV. IN 4906.47 (E) INV. OUT 4906.47 (S) STMH A3 (FLAT TOP) STA 13+83.71 RIM 4913.6± INV. IN 4907.54 (E) INV. OUT 4907.54 (S) STMH A4 (FLAT TOP) STA 14+42.96 RIM 4913.1± INV. IN 4907.84 (N) INV. IN 4907.84 (S) INV. OUT 4907.84 (W) INLET A5 STA 14+60.48 FL. EL 4912.5± INV. IN 4907.93 (W) INV. IN 4907.93 (N) INV. OUT 4907.93 (S) PROPOSED EXISTING GROUND GROUND STORMTECH 740 VAULTS @ 0.50% INLET A6 STA 14+98.23 FL. EL 4913.4± INV. IN 4908.11 (W) INV. OUT 4908.11 (E) CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. 8" PVC SANITARY STA.=11+78.69 X X X X X X X X X X ZIEGLER ROAD FFE=15.96 FFE=16.96 FFE=16.46 FFE=17.46 FFE=16.96 FFE=17.46 BLDG B LOT 13 LOT 10 LOT 8 LOT 9 LOT 11 LOT 12 TRACT A U,A&DE 3.8% 2.7% 3.4% 2.0% 2.0% 1.0% 17.53 18.07 (18.32) 17.34 16.32 16.24 15.48 13.58 13.33 14.04 13.60 17.46 16.96 17.29 17.34 16.84 16.84 16.48 16.34 15.29 14.63 15.73 15.84 15.46 16.46 15.96 15.34 15.46 15.46 14.61 14.96 14.25 14.51 14.46 13.49 14.79 UD FFE=12.50 FFE=12.88 FFE=13.38 FFE=13.38 FFE=13.88 FFE=13.88 FFE=13.88 STORM DRAIN A SEE SHEET ST1 BLDG C LOT 13 LOT 14 LOT 15 LOT 16 LOT 12 BLOCK 2 2.3% 3.4% 3.1% 4.3% 4.9% 3.4% 12.58 12.82 13.14 13.21 12.80 12.88 12.68 13.48 13.03 13.76 13.66 13.88 ZIEGLER ROAD TRACT B U,A&DE 13.62 13.31 13.39 13.84 12.76 13.16 13.13 13.38 13.38 12.52 12.88 12.11 12.38 11.51 11.47 11.36 11.44 11.60 13.21 13.13 12.60 12.20 11.73 12.26 11.68 12.62 12.68 VB UD UD UD UD UD UD UD UD UD UD UD UD OWNER: CITY OF FORT COLLINS ZIEGLER ROAD FFE=12.00 FFE=11.50 FFE=12.50 FFE=12.00 BLDG D LOT 20 LOT 21 LOT 22 LOT 23 2.0% 2.0% 4.3% 3.2% 2.1% 2.3% TRACT B U,A&DE 12.42 11.38 10.04 11.00 12.22 11.38 11.88 10.86 10.47 10.80 10.96 11.00 11.20 10.64 9.83 9.39 11.00 10.66 10.34 11.88 10.65 10.54 10.78 10.04 10.97 9.22 10.52 11.29 11.00 10.13 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 TF HARVEST PARK SUBDIVISION OWNER: RUFF RONALD C AKA RON RUFF ERIN ELIZABETH DYNASTY TRUST 5117 ZIEGLER RD FORT COLLINS, CO OWNER: BRANDT OLIVER/ALEXANDRA ADDRESS:5356 CORNERSTONE DR FORT COLLINS, CO OWNER: MARGISON ROBERT/KRISTI ADDRESS: 5362 CORNERSTONE DR FORT COLLINS, CO OWNER:HARVEST MASTER HOA ASSOCIATION COUNTY FAIR LANE ALLEY FFE=17.85 FFE=17.35 FFE=17.35 FFE=16.85 FFE=16.85 FFE=16.35 FFE=15.85 BLDG A TF LOT 2 LOT 3 LOT 4 LOT 6 LOT 7 LOT 5 LOT 1 AREA DRAIN SEE SHEET U1 TRACT A U,A&DE BLOCK 1 1.5% 2.0% 2.3% 3.0% 2.8% 0.8% 2.9% 0.7% 1.6% 0.8% 2.9% 4.1% VB X TF OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 COUNTY FAIR LANE FFE=14.32 FFE=14.32 FFE=13.82 FFE=13.82 FFE=13.82 FFE=13.82 FFE=13.32 FFE=13.43 BLDG F TF LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 2.1% 4.1% 4.3% 2.0% 4.5% 3.7% 4.8% 2.0% 5.0% 14.43 14.52 13.58 13.93 13.59 12.82 13.03 13.01 12.98 13.10 13.12 12.96 13.65 12.55 13.13 13.32 13.82 13.82 13.57 TRACT B U,A&DE 2.0% 2.0% 14.53 14.32 14.52 14.06 13.62 13.65 TF OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 OWNER: CITY OF FORT COLLINS FFE=13.43 FFE=13.43 FFE=12.93 FFE=12.93 BLDG E TF LOT 10 LOT 11 LOT 8 LOT 9 5 .0% 2.0% 2.0% 4.2% TRACT B U,A&DE 10.58 2.0% 13.32 12.32 12.02 11.43 10.90 11.85 11.32 11.00 12.27 (11.36) 11.57 11.42 12.82 11.82 11.56 11.63 11.70 12.78 11.78 11.66 13.32 11.82 11.76 12.02 11.52 12.77 12.77 11.68 11.74 11.58 11.51 12.78 11.54 11.63 11.40 11.16 11.93 11.44 11.94 11.39 TF UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 5.30 S.G. 5.35 ??? 0.5% STMH A2 (FLAT TOP) INV. IN=4906.47 (N) INV. IN=4906.47 (E) INV. OUT=4906.47 (S) FG=4911.73 INLET A2-1 INV. OUT=4906.56 (W) FG=4911.35 INLET A1A-2 INV. OUT=4907.68 (W) FG=4910.15 5.90 S.G. 11.46 10.27 10.48 STORM DRAIN A SEE SHEET ST1 AREA DRAIN SEE SHEET U2 0.5% 0.5% STORMTECH SC-740 VAULTS TRACT B U,A&DE 5.95 S.G. 11.68 BASIN UD2 INV. OUT=4906.48 (S) FG=4911.40 N: 1430050.48 E: 3134167.54 116.56 LF 6" PERF. HDPE @ 0.50% 90° BEND UD1 INV. IN=4905.90 (N) 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+00 10+00 11+00 12+00 13+00 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+00 10+00 11+00 12+00 13+00 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+00 10+00 11+00 12+00 13+00 0.60% -1.50% 0.50% 0.50% 0.70% PVI STA = 9+36.92 PVI ELEV = 4913.82 PVI STA = 9+67.61 PVI ELEV = 4913.98 PVI STA = 10+00.00 PVI ELEV = 4914.20 PVI STA = 12+38.29 PVI ELEV = 4913.52 75.0' VC HP ELEV = 4914.29 HP STA = 10+26.13 PVI STA = 10+44.88 PVI ELEV = 4914.43 BVCS: 10+07.38 BVCE: 4914.24 EVCS: 10+82.38 EVCE: 4913.86 A.D. = 2.00 K = 37.50 75.0' VC LP ELEV = 4913.11 LP STA = 11+59.36 PVI STA = 11+43.29 4900 4905 4910 4915 4920 4925 4930 4935 4940 4900 4905 4910 4915 4920 4925 4930 4935 4940 6+75 7+00 8+00 9+00 10+00 11+00 11+75 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND TIE TO EXISTING 4917.53 4916.92 4916.30 4915.71 4915.12 4914.53 -2.45% -2.35% PVI STA = 10+00.00 PVI ELEV = 4917.53 PVI STA = 10+61.19 PVI ELEV = 4916.03 PVI STA = 11+46.07 PVI ELEV = 4914.04 -0.80% -2.45% PVI STA = 7+45.81 PVI ELEV = 4922.29 150.0' VC PVI STA = 8+35.02 PVI ELEV = 4921.57 BVCS: 7+60.02 BVCE: 4922.17 EVCS: 9+10.02 EVCE: 4919.73 A.D. = 1.65 K = 90.91 FUTURE GRADE (-0.73%) X X TF TF ZIEGLER ROAD COUNTY FAIR LANE 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 50' STORAGE 30' - 51' ROW 4.5' SIDEWALK EXISTING STRIPING (TYP.) F E PROPOSED "STOP" SIGN B STA.=11+22.86 OFFSET=6' BEGIN 3 STA.=12+06.56 OFFSET=6' END 3 STA.=12+06.20 OFFSET=6' STA.=11+68.62 END 1 OFFSET=6' CONTINUE 1 STA.=11+68.62 OFFSET=6' CONTINUE 3 STA.=10+25.85 OFFSET=0' BEGIN 3 STA.=10+46.42 OFFSET=1' CONTINUE 3 STA.=10+46.42 OFFSET=2' CONTINUE 3 STA.=10+85.85 OFFSET=6' END 3 STA.=10+85.85 OFFSET=5' END 3 STA.=11+22.86 OFFSET=6' BEGIN 2 STA.=11+61.30 OFFSET=6' END 2 STA.=11+61.30 OFFSET=6' BEGIN 1 60' TRANSITION (10:1) 12' TRAVEL LANE 12' TURN LANE X X X X X ZIEGLER ROAD 15' UTILITY EASEMENT 6' SIDEWALK 4.5' SIDEWALK EXISTING STRIPING (TYP.) C EXISTING STRIPING (TYP.) 84' ROW 36'  - ℄ 50' DECELERATION/STORAGE 21' INTERIM CURB TRANSITION STA.=9+78.97 OFFSET=18' BEGIN 2 STA.=9+78.97 OFFSET=12' BEGIN 2 STA.=10+96.07 OFFSET=18' END 2 STA.=10+96.07 OFFSET=12' END 2 STA.=10+96.07 OFFSET=18' BEGIN 1 STA.=10+96.07 OFFSET=12' BEGIN 1 STA.=11+46.07 OFFSET=12' END 1 STA.=11+46.07 OFFSET=18' END 1 COUNTY FAIR LANE 12' TURN LANE 6' BIKE LANE ±14' TRAVEL LANE ±12' TURN LANE ±11' TRAVEL LANE ±6' BIKE LANE FUTURE 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER R4 STRIPING PLAN ZIEGLER ROAD A. Reese B. Ruch CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 9+75 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.20% -2.20% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+00 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.20% -2.22% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+25 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.25% -2.21% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 4906 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+25 4910 4912 4916 4920 4924 4910 4912 4916 4920 4924 -40 -20 0 20 40 2.20% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 4910 4912 4916 4920 4924 4910 4912 4916 4920 4924 -40 -20 0 20 40 2.20% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+75 4910 4912 4916 4920 4924 4910 4912 4916 4920 4924 -40 -20 0 20 40 2.20% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 4906 4908 4912 4916 ZIEGLER ROAD COUNTY FAIR LANE 4.5' SIDEWALK 14.04 (14.55) (14.93) (13.64) (14.06) (12.77) (13.18) 13.39 12.83 12.69 13.68 13.18 12.81 12.67 1.9% 2.3% 13.34 2.0% 13.37 1.7% 2.5% 0.5% 12.80 0.5% 0.9% 0.9% 0.6% 0.6% (2.2%) (2.4%) (2.3%) (2.3%) (2.2%) (2.2%) 2.4% 12.54 PROPOSED SAWCUT R20' R20' 1.3% 2.1% 1.2% 2.3% 0.9% 2.2% 4.5' SIDEWALK 13.60 13.48 12.82 12.58 12.62 INT1 INTERSECTION DETAIL A. Reese B. Ruch 1"=10' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF D1 UTILITY DETAILS A. Reese B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 HYDRANT DRAIN OPENINGS MUST OBSTRUCTIONS REMAIN CLEAR OF WATER MAIN SWIVEL TEE 0.1 FT.-0.2 FT. 6 INCH PIPE TYPICAL CRUSHED ROCK GATE VALVE MECHANICAL JOINT UNDISTURBED GROUND \A1;2'-0" IMPERVIOUS DRAINAGE REQUIRED SOILS IN \A1;FIRE HYDRANT \A1;VALVE BOX \A1;F.H. BURY LINE NOTE: THE GATE VALVE TO THE FIRE HYDRANT MUST BE RESTRAINED 5'-0" TYPICAL THRUST BLOCK BOND D2 UTILITY DETAILS A. Reese B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 TRENCH BACKFILL TRENCH ZONES PAVEMENT IF REQUIRED SCALE: NTS TRENCH AND BEDDING TYPICAL FORT COLLINS - LOVELAND WATER DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: 6-18-2010 PIPE SUBGRADE; STABILIZATION MATERIAL IF REQUIRED \A1;{\H0.7x;\S1#4;\}A1;th O.D./BEDDING 4" MIN. ZONE \A1;1' MIN. REFER TO SECTION 02221 \A1;TRENCH BACKFILL \A1;BEDDING ZONE (SEE ABOVE) \A1;PIPE SUBGRADE COMPACTED GRANULAR MATERIAL \A1;UNDISTURBED SOIL 5 FT. MIN. DEPTH VARIABLE D3 SITE DETAILS A. Reese B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 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 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: D4 SITE DETAILS A. Reese B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 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 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: D5 DRAINAGE DETAILS A. Reese B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 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 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: D6 DRAINAGE DETAILS A. Reese B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 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 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: D7 DRAINAGE DETAILS A. Reese B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 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 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: TF TF TF STOP VB VB X X X X X X X X X X X UD UD UD UD OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 OWNER: CITY OF FORT COLLINS HARVEST PARK SUBDIVISION OWNER: RUFF RONALD C AKA RON RUFF ERIN ELIZABETH DYNASTY TRUST 5117 ZIEGLER RD FORT COLLINS, CO OWNER: BRANDT OLIVER/ALEXANDRA ADDRESS:5356 CORNERSTONE DR FORT COLLINS, CO OWNER: MARGISON ROBERT/KRISTI ADDRESS: 5362 CORNERSTONE DR FORT COLLINS, CO OWNER:HARVEST MASTER HOA ASSOCIATION EXISTING WETLAND LIMIT NATURAL HABITAT BUFFER ZONE BOUNDARY SABER CAT DRIVE ZIEGLER ROAD COUNTY FAIR LANE ALLEY OWNER: CITY OF FORT COLLINS OWNER:HARVEST MASTER HOA ASSOCIATION CWA IP VTC ER2 EROSION CONTROL DETAILS A. Reese B. Ruch 1"=30' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 STOP X X X X X X X X X X X UD UD UD UD TF TF TF OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: RUFF RONALD C AKA RON RUFF ERIN ELIZABETH DYNASTY TRUST 5117 ZIEGLER RD FORT COLLINS, CO OWNER: BRANDT OLIVER/ALEXANDRA ADDRESS:5356 CORNERSTONE DR FORT COLLINS, CO OWNER: MARGISON ROBERT/KRISTI ADDRESS: 5362 CORNERSTONE DR FORT COLLINS, CO OWNER:HARVEST MASTER HOA ASSOCIATION SABER CAT DRIVE ZIEGLER ROAD COUNTY FAIR LANE ALLEY BLDG D BLDG F BLDG E BLDG B BLDG C BLDG A A1 0.31 ac A2 0.42 ac A3 0.24 ac B1 0.33 ac B2 0.18 ac B3 0.03 ac C1 0.26 ac C3 0.35 ac D1 0.62 ac C4 0.11 ac D2 0.46 ac C2a 0.44 ac C2b 0.27 ac OFFSITE BASINS: BASIN OS1 2.05 ACRES ENCOMPASSES +/- 65% OF RUFF PROPERTY TO THE NORTH AND ZIEGLER 1 2 ROW. BASIN OS2 0.41 ACRES AS DEFINED BY HARVEST PARK DRAINAGE REPORT A1 A2 B1 B2 C1 C4 C3 D OS1 C2b D2 C2a EXISTING WETLAND LIMIT NATURAL HABITAT BUFFER ZONE BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY PROPOSED STORM DRAIN PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING STORM DRAIN PROPOSED 1' SIDEWALK CHASE PROPOSED STORMTECH VAULTS PROPOSED AREA INLET PROPOSED w/ WATER QUALITY WEIR AREA INLET PROPOSED COMBO INLETS PROPOSED DRAIN BASIN (TYP.) PROPOSED DRAIN BASIN (TYP.) PROPOSED DRAIN BASIN (TYP.) PROPOSED DRAIN BASIN (TYP.) PROPOSED DRAIN BASIN (TYP.) C 0.60 ac LEGEND: 4953 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT A FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 NOTES: 1. REFER TO THE DRAINAGE REPORT FOR THE PARK AT FOSSIL RIDGE, DATED FEBRUARY 15, 2017 FOR ADDITIONAL INFORMATION. 2. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. BASIN AREA (AC) PROPOSED SUBDRAIN SD BENCHMARK FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION PROJECT DATUM: NAVD 88 CITY OF FORT COLLINS BENCHMARK 3-02 NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD ON THE NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE. ELEVATION = 4918.60 CITY OF FORT COLLINS BENCHMARK 17-01 WEST SIDE OF ZIEGLER ROAD APPROX .5 MILES SOUTH OF HARMONY ROAD, 300 FEET NORTH OF ROCK CREEK DRIVE, ON THE SOUTHEAST CORNER OF A 6 X 6 AREA INLET. ELEVATION = 4922.66 PLEASE NOTE: THIS PLAN SET IS USING NAVD 88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD 29 UNADJUSTED = NAVD 88 - 3.19' BASIS OF BEARING THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T6N, R68W, AS BEARING SOUTH 01° 45' 51" EAST (BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/92). EXISTING WETLAND LIMIT HYDROLOGY SUMMARY DR1 DRAINAGE EXHIBIT A. Reese B. Ruch 1"=30' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 30 0 30 Feet 30 60 90 Rational Method Summary | Proposed Condition Design Point Basin ID Basin Area (ac) Composite % Imperv. 2-year Composite Runoff Coefficient 10-year Composite Runoff Coefficient 100-year Composite Runoff Coefficient Flow, Q2 (cfs) Flow, Q10 (cfs) Flow, Q100 (cfs) Flow, WQ (cfs) A1 A1 0.31 41% 0.57 0.57 0.71 0.50 0.86 2.20 0.25 A2 A2 0.42 84% 0.88 0.88 1.00 1.07 1.82 4.22 0.53 A3 A3 0.24 46% 0.61 0.61 0.76 0.34 0.58 1.52 0.17 B1 B1 0.33 83% 0.84 0.84 1.00 0.72 1.24 3.10 0.36 B2 B2 0.18 68% 0.75 0.75 0.93 0.38 0.64 1.70 0.19 B3 B3 0.03 76% 0.80 0.80 1.00 0.07 0.13 0.32 0.04 C1 C1 0.26 60% 0.72 0.72 0.90 0.46 0.78 2.05 0.23 C2a C2a 0.44 93% 0.96 0.96 1.00 1.19 2.04 4.35 0.60 C2b C2b 0.27 86% 0.90 0.90 1.00 0.70 1.19 2.71 0.35 C3 C3 0.35 52% 0.65 0.65 0.82 0.59 1.01 2.64 0.29 C4 C4 0.11 28% 0.47 0.47 0.59 0.15 0.25 0.64 0.07 D1 D1 0.62 0% 0.25 0.25 0.31 0.41 0.70 1.79 0.21 D2 D2 0.46 65% 0.71 0.71 0.88 0.93 1.59 4.05 0.46 OS1 OS1 2.06 20% 0.39 0.39 0.49 0.81 1.38 3.63 0.40 OS2 OS2 0.41 65% 0.71 0.71 0.89 0.00 0.00 0.00 0.00 B1 B1, OS1, OS2 2.47 38% 0.56 0.56 0.69 2.89 4.93 12.69 1.44 C2b A1, A2, A3, B1, B2, C1, C2a, C2b, C4 2.57 71% 0.78 0.78 0.91 4.21 7.18 17.36 2.11 LID SUMMARY The Park Townhomes at Fossil Ridge On-Site LID Treatment Project Summary Total Impervious Area 91,353 sf Target Treatment Percentage 75% Minimum Area to be Treated by LID measures 68,514.54 sf Infiltration Gallery/Underground Vaults Vault Volume 2,247 cf Total Vault Treatment Area 78,863 sf Total Treatment Area 78,863 sf Percent Total Project Area Treated 86.3% BASIN ID FLOODPLAIN 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 VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC MANHOLE ROCK BERM SHALL 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %%uSECTION A-A A A %%uPLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %%uSECTION B-B %%uPLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER \A1;3' \A1;2' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER IP 1' MIN. 1' MIN. 1' MIN. APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 AREA INLET FILTER GRAVEL 01/03/01 D-24 NBJ GENERAL NOTES: SECTION A-A PLAN VIEW 1. INSPECT AND REPAIR FILTER AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURES. 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROADS. FILTERED WATER OVERFLOW CONCRETE BLOCK WIRE SCREEN GRAVEL FILTER GRAVEL FILTER AREA INLET WITH GRATE RUNOFF A A (WIRE APPROX. SCREEN 1/2 IN. MESH) CONCRETE BLOCK (APPROX. 3/4 IN. DIA.) GRAVEL FILTER IP NOT TO SCALE 001 ER2 CONCRETE WASHOUT AREA NOT TO SCALE 003 ER2 ROCK SOCK DETAIL NOT TO SCALE 004 ER2 VEHICLE TRACKING CONTROL PAD NOT TO SCALE 008 ER2 CURB INLET PROTECTION NOT TO SCALE 007 ER2 AREA INLET FILTER GRAVEL 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK PLAN 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK JOINTING \A1;12" \A1;12" ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2. CRUSHED ROCK SHALL BE 11 2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (11 2" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF 1 2", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER TUBULAR MARKER 2' RS NOT TO SCALE 005 ER2 SILT FENCE/PERIMETER PROTECTION COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS PREASSEMBLED SILT FENCE JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED. ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 1 2" x 1 1 2" WOODEN FENCE POSTS COMPACTED BACKFILL SF SF NOT TO SCALE 006 ER2 SOIL RIPRAP INSTALLATION NOTES 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 4. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 5. THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. 8. LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CWA *IMPERMEABLE LINER MAY BE NEEDED IF GROUND WATER IS ENCOUNTERED. TYPE H TYPE M TABLE I CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)* TYPE VH 50 * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT. 35-50 2-10 50-70 70-100 12 4 18 21 12 24 18 50-70 24 35-50 2-10 50-70 2-10 70-100 35-50 24 9 33 6 42 18 70-100 30 TABLE II GRADATION FOR GRANULAR BEDDING U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A SIEVE SIZE 3 INCHES 1 1/2 INCHES 3/4 INCHES 3/8 INCHES #4 #16 #50 #100 #200 PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES -- -- -- 100 95-100 45-80 10-30 2-10 0-2 90-100 -- 20-90 -- 0-20 -- -- -- 0-3 M (d = 12 IN.) H (d = 18 IN.) VH (d = 24 TABLE III THICKNESS REQUIREMENTS FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES COURSE-GRAINED SOILS** 4 6 6 6 8 8 50 50 50 TYPE II \A1;2'\\A1;SEE TABLE A1;50 2*d III \A1;SEE TABLE III STABILIZATION TOPSOIL FLARED END SECTION (TYP.) GRANULAR BEDDING STABILIZATION TOPSOIL TYPE II BEDDING TYPE I BEDDING GRANULAR BEDDING CONCRETE CUTOFF WALL SOIL RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL} SOIL RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL} * MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE. ** FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE #40 SIEVE. \A1;12" MIN. COMPACT BACKFILL TO 95% STANDARD PROCTOR STAPLES FABRIC SOIL STAPLES FABRIC STABILIZATION TOPSOIL {\LFILTER FABRIC PLACEMENT AND LAP DETAIL} {\LLAP DETAIL} MIX UNIFORMLY 65% FINISHED ORDINARY RIPRAP WITH 35% STABILIZATION TOPSOIL GRADE PRIOR TO PLACEMENT. STABILIZATION (PER TOPSOIL SHALL BE APPROVED CIVIL BY THE LANDSCAPE ARCHITECT. GRADING PLACE STONE-SOIL MIX TO RESULT IN SECURELY PLANS) INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. COMPACT AND LEVEL TO ELIMINATE ALL VOIDS AND ROCKS PROJECTING ABOVE DESIGN RIPRAP TOP GRADE. DESIGN RIPRAP GRADE PLACEMENT OF ROCK IN TOP LAYER WILL REQUIRE DISTURBANCE OF FIRST LAYER SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL VOIDS FROM FINISHED SURFACE TO SUBGRADE. \A1;D50% D MAXIMUM THICKNESS OF FIRST LIFT PLACEMENT OF TOP LIFT WILL \A1;D REQUIRE ADJUSTMENT OF FIRST LIFT 4" MIN 6" MAX 5" TYP MEASUREMENT ON SLOPE PERPENDICULAR TO SLOPE SEE TABLES II AND III BELOW. 1.GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. 2.FINAL SOIL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK SHALL BE REWORKED. PLACE STABILIZATION TOPSOIL 4 TO 6 INCHES THICK OVER ROCK. NO MORE THAN 25 PERCENT OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON LANDSCAPE PLANS, AS APPLICABLE. COORDINATE SCOPE OF WORK AND RESPONSIBILITIES WITH OWNER AND LANDSCAPE CONTRACTOR. 3.PROVIDE CRIMP OR TACKIFY MULCH, HYDROMULCH, AND OR TURF REINFORCEMENT MAT (TRM) / EROSION CONTROL BLANKET ALONG WITH PLANTING, PER APPROVED LANDSCAPE PLANS, TO ENSURE VEGETATION BECOMES ESTABLISHED AND SEED DOES NOT WASH AWAY. 4.PREPARE COMPACTED SUBGRADE PER GEOTECHNICAL ENGINEERING RECOMMENDATIONS, OR PLACE ON UNDISTURBED SUBGRADE. 5.TURF REINFORCEMENT MAT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS FOLLOWING PLACEMENT OF TOPSOIL AND SEEDING. {\LTYPICAL SOIL RIPRAP PLACEMENT} FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A TWO LAYER FILTER. FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 1, FOR RIPRAP SIZING. FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH. COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT. NO MORE THAN 25% OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED. FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS. {GENERAL NOTES:} 1. 2. 3. 4. {\LPLACEMENT NOTES:} {FILTER FABRIC NOTES:} 1. 2. RP OPTIONAL UNDERDRAIN SOIL RIPRAP SEE NOTE 4 BELOW. SLOPE VARIES (SEE PLANS) 50 \A1;2*d SOIL RIPRAP \A1;4" TO 6" SOIL RIPRAP SOIL RIPRAP (ROCK-SOIL MIX) GRANULAR BEDDING TOPSOIL TRM TURF REINFORCEMENT MAT (TRM) TRM (SEE NOTE 5) TRM TEMPORARY CHAIN-LINK FENCE ROCK SOCK TEMPORARY CHAIN-LINK FENCE ROCK SOCK SIDE VIEW NOT TO SCALE 002 ER2 TEMPORARY CONSTRUCTION FENCE w/ ROCK SOCK CF CF SF RS SF SF SF SF SF SF SF SF SF CF CF CF CF CF CF CF CF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CF CF RS TEMPORARY BARRICADE IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY SF SF SF SF SF IP SF IP IP IP IP IP RS RS SF RS RS S F SF SF SF CONTRACTOR SHALL LIMIT ALL CONSTRUCTION ACTIVITIES TO AREAS DELINEATED BY CONSTRUCTION OR SILT FENCE AND SHALL NOT INTRUDE INTO EXISTING POND AREA IP INLET PROTECTION NEXT DOWN STREAM INLETS IP ER1 EROSION CONTROL PLAN A. Reese B. Ruch 1"=30' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 30 0 30 Feet 30 60 90 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: BENCHMARK/BASIS OF BEARING LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPERTY BOUNDARY SILT FENCE SF INLET PROTECTION IP ROCK SOCK RS VEHICLE TRACKING PAD VTC SF CONCRETE WASHOUT AREA CWA NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. FIELD SURVEY BY: GENERAL NOTES: PROJECT DATUM: NAVD 88 CITY OF FORT COLLINS BENCHMARK 3-02 NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD ON THE NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE. ELEVATION = 4918.60 CITY OF FORT COLLINS BENCHMARK 17-01 WEST SIDE OF ZIEGLER ROAD APPROX .5 MILES SOUTH OF HARMONY ROAD, 300 FEET NORTH OF ROCK CREEK DRIVE, ON THE SOUTHEAST CORNER OF A 6 X 6 AREA INLET. ELEVATION = 4922.66 PLEASE NOTE: THIS PLAN SET IS USING NAVD 88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD 29 UNADJUSTED = NAVD 88 - 3.19' BASIS OF BEARING THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T6N, R68W, AS BEARING SOUTH 01° 45' 51" EAST (BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/92). 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 3.17 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. REFER TO THE SEE SEPARATE STORM WATER MANAGEMENT PLAN FOR THE PARK AT FOSSIL RIDGE, DATED FEBRUARY 15, 2017 FOR ADDITIONAL INFORMATION. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (RS) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) / Construction Fence (CF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter PLANTED RIPRAP PROTECTION RP TEMPORARY BMP'S EROSION CONTROL FABRIC EF Rip Rap (RP) Erosion Control Fabric (EF) KING SURVEYORS, INC. PROJECT NO. 2011568 DATE: DECEMBER 20, 2011 CONSTRUCTION FENCE CF CF Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOT TO SCALE 414 D7 Structure ID Type Pipe Invert Weir Hight From Invert (inches) BASIN A1 30" BASIN 4905.87 36 **ALL VAULT BASINS SHALL HAVE SOLID GRATE OR LID STORMTECH VAULT INLET/OUTLET SCHEDULE NOT TO SCALE 415 D7 AREA INLET DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-393 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH 2 FT X 3 FT ROAD & HIGHWAY GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 03-22-10 DRAWN BY EBC 03-16-16 NMH (4) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" - 30" (2) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 18" & 24", 10" MIN ON 30" 4" MIN ON 18" & 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (2) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 2 FT X 3FT ROAD & HIGHWAY STRUCTURE: 32 _ _ AGR _ _ X 1 - 18" - 30" FRAMES & GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 5 - ROAD & HIGHWAY GRATE SHALL MEET H-20 LOAD RATING. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2013 NYLOPLAST 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 8-10-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-10-00 CJA DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST T S A L P O L Y N D U C T I L E I R O N T S A L P O L Y N D U C T I L E I R O N DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8" 6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 NOT TO SCALE 408 D6 TYPICAL BASIN INSTALLATION OPTIONS NOT TO SCALE 407 D6 STORMTECH VAULT SC-740 CROSS-SECTION DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7004-110-007 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 10-28-03 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 10-28-03 CJA 4" - 24" INLET PIPE 3 OUTLET WEIR 18" - 30" DRAIN BASIN BODY 18" - 30" FRAME & SOLID COVER 1 2 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD 12" - 24" OUTLET PIPE TO ISOLATOR ROW INLET PIPE 3 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER 3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET OUTLET PIPE OPEN AREA SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED NOT TO SCALE 410 D6 STORMTECH VAULT 30" BASIN w/ WEIR SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE SC-740 STANDARD CROSS SECTION 11/18/14 JLM 1 1 JLM 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ 18" (450 mm) MIN* 8' (2.4 m) MAX SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP 6" (150 mm) MIN D C B A PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 6" 51" (1295 mm) 12" (300 mm) TYP (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE SC-740 ISOLATOR ROW DETAILS 11/18/14 JLM 1 1 JLM 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC740EPE24B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER SC-740 END CAP SC-740 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-740 6" INSPECTION PORT DETAIL NTS SC-740 CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6NIP SOLID COVER: 1299CGC GRATE: 1299CGS 6" (150 mm) INSERTA TEE PART#6IPSSWST74IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) DWV SCH40 PIPE (BY OTHERS) 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR NOT TO SCALE 409 D6 STORMTECH VAULT SC-740 ISOLATOR ROW 411 D6 NYLOPLAST DRAIN BASIN INSTALLATION (LANDSCAPED AREAS) 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN NON TRAFFIC INSTALLATION BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 9-30-99 CJA NOTE: 1. ALL DRAINS SHALL INCLUDE SUMP INSERT DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-206 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DOME GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 3-6-06 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-6-06 CJA 8" DOME: PART #7001-110-197 10" DOME: PART #7001-110-201 12" DOME: PART #7001-110-206 15" DOME: PART #7001-110-211 QUALITY: MATERIAL SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-229 DUCTILE IRON D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T 2.47 5.00 .93 NOT TO SCALE 412 D6 TYPICAL DOME GRATE ASSEMBLY NOT TO SCALE D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T TYPICAL JUNCTIONS AREA DRAIN GRATE ELEVATION NTS FINISHED GRADE GRATE ELEVATION NOTE: GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. PLAN VIEW INLINE JUNCTION - PROFILE NOT TO SCALE 413 D6 AREA DRAIN BASIN DETAILS Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOT TO SCALE 402 D5 SHALLOW MANHOLE NOT TO SCALE 401 D5 STANDARD MANHOLE NOT TO SCALE 400 D5 BEDDING REQUIREMENTS NOT TO SCALE 403 D5 CHANNELING DETAILS FOR MANHOLES NOT TO SCALE 405 D5 DOUBLE CURB INLET NOT TO SCALE 404 D5 CONCRETE END SECTIONS CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STANDARD MANHOLE 11/7/00 D-3 NBJ MANHOLE SHALL BE AS FOLLOWS: NOTE: MINIMUM INSIDE DIAMETER OF 27 IN. TO 42 IN. (INCL.) 24 IN. OR LESS VARIABLE ALTERNATE BASE 8 IN. MIN. 6 IN. 1 SLOPE IN./FT. RECAST MANHOLE BASE OVER 42 IN. PIPE SIZE 2 IN. MIN. POURED INVERT 8 IN. MIN. 1 FT. 1 IN./FT. SLOPE 2 IN. 18 IN. MAX 48 IN. MAX. DEPTH 30 IN. MIN. DEPTH 5 FT. MIN. DEPTH RUNGS 12" O.C. MANHOLE 8 IN. SEE NOTE 24 IN. 24 IN. RING AND COVER - 400 LB. OR APPROVED EQUAL DENVER HEAVY BY MACLEAR FINISHED GRADE 16 IN. MAX 28 IN. MAX 48 IN. 72 DIAMETER 60 IN. IN. MIN. MANHOLE POURED CONCRETE INSIDE AND OUT GROUT BASE TO CONE BASE MANHOLE SECTIONS ASTM C-478 INSIDE AND OUT GROUT SHIPLAP JOINT ECCENTRIC CONE ASTM C-478 GROUTED INSIDE AND OUT ADJUSTMENT SHIM BRICK &/OR CONCRETE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: SHALLOW MANHOLE WITH FLAT TOP 11/8/00 D-4 NBJ PIPE SIZE MIN. MANHOLE DIAMETER 24 IN. OR LESS 27 IN. TO 42 IN. (INCL.) OVER 42 IN. 72 IN. 60 IN. 48 IN. NOTE: MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: ALTERNATE BASE POURED INVERT RECAST MANHOLE BASE 8 IN. MIN. 6 IN. 2 IN. MIN. SLOPE 1 IN./FT. BRICK &/OR CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP ASTM C-478 MANHOLE SECTIONS GROUT BASE TO CONE INSIDE AND OUT POURED CONCRETE BASE SEE NOTE MANHOLE RUNGS 12 IN. O.C. FINISHED GRADE 24 IN. RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL 8 IN. 1 FT. 5 FT. MAX. 16 IN. MAX SLOPE 1 IN./FT. 18 IN. MAX 2 IN. 8 IN. MIN. 28 IN. MAX ASTM C-478 AS NEEDED BEND WITH CURVED DEFLECTOR STRAIGHT DEFLECTOR BEND WITH INLINE UPSTREAM MAIN & 90 LATERAL WITH DEFLECTOR WITH DEFLECTOR DIRECTLY OPPOSED LATERAL (HEAD LOSSES ARE STILL EXCESSIVE WITH THIS METHOD, BUT ARE SIGNIFICANTLY MORE THAN WHEN NO DEFLECTOR EXISTS) DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NJB 11/9/00 D-5 CHANNELING DETAILS FOR MANHOLES o DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: CONCRETE END SECTIONS 01/31/01 D-15 NBJ E C B E E E E F F PLAN C B D A RISE SPAN END VIEW PLAN E F M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES SECTION D F-FA RISSEPAN END VIEW F 3 IN. 5 IN. 5 IN. 3 IN. F 2 FT. 5 IN. 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR 2 FT. 7 IN. PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN. 48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN. 9 IN. CONCRETE JOINT FASTENER. LOCATION OF 1 IN. DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 43 53 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN. IN. IN. IN. IN. SECTION F-F 24 30 36 42 48 54 60 30 38 45 53 60 68 76 19 24 29 34 38 43 48 8 1/2 9 1/2 11 1/8 15 3/4 21 25 1/2 30 39 54 60 60 60 60 60 33 18 24 36 36 36 36 72 72 84 96 96 96 96 48 60 72 78 84 90 96 EQUIVALENT (INCHES) CIRCULAR DIAM. (IN.) NOMINAL (IN.) DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 SPAN RISE 30 21 NOMINAL (IN.) B C 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 54 31 120 72 60 39 99 PLAN SECTION X-X GENERAL NOTES: 1. REVISED CDOH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 L.F. REQUIRED. END VIEW + 3" 5" 4-1/2" %%USUPPORT BEAM POCKET DETAIL AND ASTM C858-83. 2. DESIGNED ACCORDING TO ASTM C857-87 1. DESIGNED FOR AASHTO HS-20 LOADING. NOTES: IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 6'-1" GRATING (SEE DETAIL, THIS DRAWING) %%UGRATING DETAIL 3. 2. WEIGHT: 1100 LBS 1. %%UNOTES:%%U %%uISOMETRIC VIEW N.T.S. \A1;7'-\1" A1;6" \A1;6" \A1;2' \A1;6" N.T.S. \A1;6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL ANCHORS (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN \A1;6" N.T.S. %%USECTION B-B \\A1;A1;6" 6'-1" POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE %%UDESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: %%ULIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 I:\StmWtr\Criteria Manual\D44.dwg 4/7/11 DATE DRAWN: 3/3/05 D44.dwg DRAWN BY: T. COX DOUBLE CURB INLET CITY OF FORT COLLINS UTILITIES P.O. BOX 580, FORT COLLINS, CO. 80522 (970) 221-6700 STORMWATER UTILITY CAD FILE NAME: N.T.S. N.T.S. N.T.S. CURB ADJUSTS 4" 2'-7" 6'-8" 3 1/4" TO 9" 6" DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. \A1;3' GRATING (SEE DETAIL, THIS DRAWING) POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A %%USECTION A-A B B A A DIRECTION SECTION IS VIEWED) SECTION LINE A-A (ARROWS POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES 6" THICK CONCRETE WALL OPEN AREA: 520 SQ. IN. DETAIL D-44 406 D5 INLET SCHEDULE INLET SCHEDULE INLET ID INLET TYPE Inlet A1A-2 Area Inlet Inlet A2-1 Area Inlet Inlet A4-1 Single Combo Inlet A5 Double Combo Inlet A6 Double Combo Area Drains 12" Nyloplast Drain Basin** **ALL DRAIN BASINS SHALL BE 12" NYLOPLAST DRAIN BASIN WITH DOME GRATES UNLESS OTHERWISE NOTED Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOT TO SCALE 302 D4 DIRECTIONAL ACCESS RAMP NOT TO SCALE 301 D4 STANDARD SIDEWALK NOT TO SCALE 300 D4 STANDARD SIDEWALK NOT TO SCALE 303 D4 RESIDENTIAL LOCAL STREET ACCESS RAMPS 306 D4 NOT TO SCALE 305 D4 TRENCH DETAIL NOT TO SCALE 304 D4 TRUNCATED DOME WARNING 02/17/15 STANDARD SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1601 DRAWING DATE: 4 Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk Detached Attached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0" 6'-0" T.C. F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. NOT TO SCALE ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 Radius = 8" 02/17/15 DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1606 DRAWING DATE: 2 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from flow line as shown. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 1 4" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match style of adjacent curb and gutter. 6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. 7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 8. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (max)  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A NOT TO SCALE 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb Option, See Note 5 Curb (TYP.) SIDEWALK SIDEWALK 0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) NOT TO SCALE 6 IN. SEE DETAIL 'A' BOLT LAYOUT PER MANUFACTURER B B A A 12" WIDE COVER (SEE DETAIL ABOVE) FRAME AND ANCHORING BY MANUFACTURER 12" WIDE COVER (COORDINATE w/ OWNER AND LANDSCAPE ARCH.) 1 8 IN. PER FT. SLOPE NOTES: 1. CONFIRM FRAME AND GRATE DIMENSIONS WITH MANUFACTURER PRIOR TO POURING CONCRETE CHASE. 2. DEPTH OF CHASE VARIES BY 1 2 IN. TO PROVIDE 1 8 IN. PER FOOT SLOPE ALONG CHANNEL BOTTOM. SIDEWALK ISOMETRIC VIEW SECTION A-A DETAIL 'A' SECTION B-B 4'-6" 6" 3'-0" SEE NOTE 1 6" 2 1 2 1 DECORATIVE IRON GRATE VARIES, 6" TYP. FRAME AND MOUNTING HARDWARE BY MANUFACTURER (SEE DETAIL A) COBBLE SWALE 1' CHASE 1' CHASE TYPICAL PASS-THROUGH SIDEWALK CHASE 02/17/15 RESIDENTIAL LOCAL STREET ACCESS RAMPS URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 3 1606a DRAWING DATE: FORT COLLINS ONLY Notes: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. 6. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. PLAN VIEW NTS Ramp Flare Gutter Ramp Ramp Flare Curb Curb Conc. Flare Panels Panels Truncated dome panels: 1-2'x2.5' 1-2'x2' Truncated Dome Warning Detection Plan Locations LEGEND: BOC- Back of curb ⅊ Property Line PT - Point of Tangency Flow line Section A-A NTS 4'-6" 2'-6" 2'-0" 2'-0" t Varies Varies 4.5' 6.0' .5' 1.5' 4.5' 1.5 ' 12.0' 12.0' 4.5' .5' 4.5' 6.0' Landscaped Area PT Curb A A 6" Curb (TYP) 0" Curb Full height curb Truncated dome warning detection ⅊  PT of walk R15.0' ⅊ ⅊ & BOW 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Sidewalk Area to be landscaped Conc. walk Gutter or Apron Truncate Dome Warning Panel 1:12 Max slope 1:20 Slope PT of curb return 6" Conc. Flare 6" Curb (TYP) NOT TO SCALE See note 6 02/17/15 TRUNCATED DOME WARNING FOR ACCESS RAMPS URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 3 1607 DRAWING DATE: Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb FOC -Face of Curb -Flow line Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC NOT TO SCALE See Note 3 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201 DATE: 08/07/00 TRENCH DETAIL NOT TO SCALE 307 D4 PRIVATE CONCRETE PAN \A1;48" \A1;1"\A1;6" {NOTES: }1.PROVIDE CONTROL JOINTS AT 10' INTERVALS. 2.OPTION TO PROVIDE 4" THICK PAN W/ 6" X 6" - W14 X W14 WELDED WIRE REINFORCEMENT. Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOT TO SCALE 202 D3 STREET INTERSECTION CROSSPAN NOT TO SCALE 201 D3 STANDARD DRIVEWAY APPROACH NOT TO SCALE 200 D3 CURB AND GUTTER NOT TO SCALE 203 D3 ASPHALT PAVING DETAIL (CROSSPAN) NOT TO SCALE 206 D3 HANDICAP PARKING REQUIREMENTS NOT TO SCALE 205 D3 STANDARD PAVEMENT MARKINGS NOT TO SCALE 204 D3 SIGN POST 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * * * * DRIVEWAY WIDTHS LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 707.DRAWING 1 STREET STANDARDS URBAN AREA DATE: 02/17/15 STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPE III) High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. 1/4" per ft. 1" per ft. 1:50 Slope  T Walk 1:50 1:12 (max.) Gutter Parkway Sidewalk Detached 1:12 A A (max) 2' Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint NOT TO SCALE See Note 6 1/4" per ft. 1" per ft. 1:12 (max.) 1" per ft. Driveway FL See Note 8 I, II, III, or IV Sidewalk Detached SECTION A-A PAVEMENT DESIGN + 1/2" FOR COLLECTOR 8" MIN. FOR RESIDENTIAL. USE CONCRETE 10' MINIMUM (ARTERIAL) 8' MINIMUM (COLLECTOR) PLAN VIEW 6' MINIMUM (LOCAL) COLD JOINT (See Standard Drawing 714) AT 10' O.C. TOOL JOINT FOR PANS OVER 40' CONTROL JOINT REQUIRED CONTROL ROADWAY WIDTH ALL INTERSECTIONS TO HAVE ACCESS RAMPS NOTE: * * & ARTERIALS. SIDES. TO PAN SECTION, TYPICAL BOTH TRANSITION FROM C & G SECTION WALK 8' DOWELL IF JOINTS A TOOL JOINT A JOINTS (TYP.) CONTROL PARALLEL STREET CLASSIFICATION LOVELAND DEPTH OF INVERT W WIDTH CROSS PAN Arterial 10' 1 1/4" 1 1/2" Collector 8' 1" 1 1/8" Local 6' 3/4" 7/8" d (MIN.) d (MAX.) 1 1/2" 2 1/2" 2" DEPTH OF INVERT FT. COLLINS LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STREET INTERSECTION CROSSPAN d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** * *   L ENGTH (for monolithic pour) THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER ASPHALT PAVING DETAIL (CROSSPAN) STREET STANDARDS LARIMER COUNTY URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710 DRAWING T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" Double Lines Normal Width Line 4" White 4" Yellow 4" Space 4" White Preferential lane symbol (6' X 4') for designated bikeways. White pavement marking placed 65' (min) from the projected flowline and Projected Flowline (FL) NO CROSSPAN Continental bars (9' X 1.5'): NO CROSSPAN OR EXISTING CROSSPAN White Stop Bar (1.5' X Length) 30' Gaps 3:1 Ratio 10' Segments 4" White Broken Line STANDARD NO STOP BAR SPECIFIED STOP BAR SPECIFIED STOP BAR SPECIFIED EXISTING CROSSPAN Crosspan exits (no stop bar) -- shall No crosspan -- shall be positioned along projected flowline. match the edge of the pan. Crosspan exits (stop bar specified) -- shall be positioned along projected flowline overlapping 4' of crosspan. 1 2 3 CROSSWALK MARKINGS FL to stop bar 14.5' Projected 14.5' Stop Bar to FL 13' 9' 1.5' 6' Crosspan 4' 4' 4' NOTES: Continental crosswalk bars shall be placed centered on each lane line & in the center of each lane. (Lanes 5' wide or less shall not receive a bar centered in the lane.) Both outside Continental bars shall be centered on the curb & gutter when possible. If 6' crosspan exists, bars to match pan edge to 13' from projected FL. Exception: The downstream bike lane line shall terminate at the curb return. NOTE: All longitudinal (lane) striping shall terminate at the continental crosswalk bars when no stop bar exists. If a stop bar is specified, the striping shall terminate at the stop bar. REVISION NO: 1 DATE: 03/01/02 STREET STANDARDS STANDARD CONSTRUCTION DRAWINGS PAVEMENT MARKINGS URBAN AREA LARIMER COUNTY DRAWING 1403 65' (min) centered on bike lane. VAN- ACCESSIBLE PARKING MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING R7-8 R7-8 R7-8 REVISION NO: 1 DATE: 03/01/02 HANDICAP PARKING REQUIREMENTS (AS PER "ADA") STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS 1407 DRAWING NOT TO SCALE PRIVATE VERTICAL CURB & GUTTER 1" 6" 4 1/6" 2" 1 1/2" 1'-6" 6" 12" 1'-6" 1 1/2" 6" 1" 6" 6" 4 1/2" 12" R1 1/2" R2" R2" R1 1/2" 208 D3 – – HEAVY DUTY PAVING NOT TO SCALE PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) CONCRETE {PAVEMENT SECTION } 7" CONCRETE CONCRETE { PAVEMENT SECTION } 5" CONCRETE 207 D3 OUTFALL INFLOW ASPHALT { PAVEMENT SECTION} STANDARD DUTY PAVING ASPHALT { PAVEMENT SECTION} 7" APPROVED SUBGRADE 9" APPROVED SUBGRADE 4" HOT BITUMINOUS PAVEMENT (S OR SX) 5.5" HOT BITUMINOUS PAVEMENT (S OR SX) 24 IN. MIN. 48 IN. MAX. FINISHED GRADE 16 IN. MAX. CONCRETE ADJUSTMENT SHIMS ASTM C-478 ECCENTRIC CONE ASTM C-478 MANHOLE SECTIONS 28 IN. 24 MAX. IN. MANHOLE RUNGS 12 IN. O.C. SEE TABLE 6 IN. 12 IN. 2 IN. 8 IN. MIN. POURED INVERT 8 IN. MIN. 6 IN. 2 IN. MIN. %%UALTERNATE BASE SLOPE 1 IN./FT. 18 IN. MAX. PRE-FORMED PLASTIC GASKET SLOPE 1 IN./FT. PRECAST MANHOLE BASE PRE-FORMED GASKET MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: 15 IN. OR LESS 18 IN. TO 30 IN. OVER 30 INCHES 48 IN. 60 IN. PIPE SIZE MIN. 72 MANHOLE IN. DIAMETER SCALE: NTS TYPICAL MANHOLE SOUTH FORT COLLINS SANITATION DISTRICT OFFICE (970) 226-3104 FAX (970) 226-0186 APPROVED: DATE: CAST-IN-PLACE CONCRETE BASE HINGED DUCTILE IRON RING/COVER 12-15-2010 TRENCH PVC SEWER PIPE %%UCROSS SECTION NOTE: WYE CONNECTION NOT ALLOWED ON VCP SERVICE WYE 8 IN. PVC SEWER PIPE %%UPLAN VIEW 45%%D MAX. 4 IN. X 4 IN. MARKER POST AIR-TIGHT PLUG 45%%D ELBOW PVC SEWER PIPE GRANULAR MATERIAL CONFORMING TO CDDH #67 AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER POST GRANULAR MATERIAL CONFORMING TO CDDH #67 \A1;4" TYP SCALE: NTS TYPICAL SANITARY SEWER SERVICE CONNECTION SOUTH FORT COLLINS SANITATION DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: 12-15-2010 NOT TO SCALE 106 D2 TRENCH AND BEDDING MANHOLE NOT TO SCALE 107 D2 SANITARY SEWER SERVICE CONNECTION NOT TO SCALE 108 D2 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 BREAK REFER TO SECTION 02644 \A1;1'-0" TRACER WIRE/ LOCATING BOX \A1;1'-6" SCALE: NTS TYPICAL FIRE HYDRANT INSTALLATION FORT COLLINS - LOVELAND WATER DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: 6-18-2010 SCALE: NTS TYPICAL GATE VALVE INSTALLATION FORT COLLINS - LOVELAND WATER DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: 6-18-2010 NOTE: VALVE BOX SHALL BE CENTERED AND PLUMB OVER THE OPERATING NUT. REFER TO SECTION 02641 2" SQUARE OPERATING NUT, OPEN LEFT \A1;3/8" BURY IN PAVED STREET \A1;GATE VALVE \pxt14;{\W1;STANDARD 2-PIECE C.I. VALVE BOX W/C.I. LID MARKED "WATER"} \A1;STANDARD VALVE BOX PIPE SIZE BENDSTEE OR PLUG 11 1/4%%D 22 1/4%%D 45%%D 90%%D 6" 8" 12" 0.7 1.2 2.6 1.4 2.5 5.2 2.9 5.0 10.2 5.3 9.3 18.8 3.8 6.5 13.3 MINIMUM BEARING SURFACE AREA (SQ. FT.) UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. %%UTYPICAL BEND %%UTEE %%UPLUG %%UTYPICAL CROSS-SECTION 3" MIN. 3" MIN. GENERAL NOTES: 1. Bearing surface areas shown in chart are minimum. 2. All fittings to be wrapped with polyethylene. 3. Data in table is based on a pipeline test pressure of 150 psi (min.) and a soil bearing capacity of 1,000 lb/sq. ft. Adjust the dimensions as required to suit the field conditions encountered by Engineer. 4. Thrust blocks on pipe larger than 12 inches diameter shall be designed for conditions existing at the installation site. 5. Refer to Section 03300 and 02713. SCALE: NTS TYPICAL CONCRETE THRUST BLOCKS FORT COLLINS - LOVELAND WATER DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: 6-18-2010 NOT TO SCALE 100 D1 FIRE HYDRANT GATE VALVE NOT TO SCALE 101 D1 METER PIT NOT TO SCALE 102 D1 103 D1 THRUST BLOCKS NOT TO SCALE 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 RETAINER GLANDS INSTALL MEG-A-LUG SEE DETAIL 2 FOR THRUST BLOCK SIZING. AS APPLICABLE. SECTION 02615-2.6A OR SECTION 02622-2.2A ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED ALL FITTINGS AND JOINTS IN LOWERING AREA SEE DETAIL 4B FOR GRAVITY BLOCK SIZING. WITH POLYETHYLENE ENCASEMENT. TO BE RESTRAINED IN ACCORDANCE WITH GENERAL NOTES: 4. 3. 2. 1. 49"-66" >66" 25"-48" 4"-24" D UTILITY BEING CROSSED THRUST GRAVITY BLOCK (TYP.) ANCHOR (TYP.) SEE DETAIL 4B SEE DETAIL 2 L (ft) (Typ) 18 IN. MIN. D L (ft) STREET GRADE 7' 10' 5' 3' L(ft) WATER MAIN PROPOSED (TYP.) WATERLINE LOWERING ELEVATIONS # CROSSING DESCRIPTION 1 2 3 4 D T 1 STORM DRAIN A AND COUNTY FAIR LANE 4908.43 4905.74 4905.74 4908.43 24" 2.7 2 STORM DRAIN A8 AND COUNTY FAIR LANE 4907.87 4906.25 4906.25 4907.87 24" 1.6 NOT TO SCALE 104 D1 WATER MAIN LOWERING 48 INCHES INSTALL LID 1/2 INCH ABOVE FINAL GRADE 24 INCHES MANHOLE 12 INCHES RUNGS O.C. 66 IN. MAX. 54 IN. MIN. 8 INCH LAYER OF 3/4 TO 1-1/2 IN. GRAVEL 12 IN. FLOW {GENERAL NOTES:} 1. Meter setting devices to be "custom setters" with by-pass and flanged ball valves. Meter setters to be supported by 2 - 18" lengths of 1" iron pipe inserted through eyelets and set atop 8" x 8" concrete blocks. 2. This meter is not to be installed in any street, alley, parking area or driveway. 3. No landscaping (trees, shrubs, boulders, etc.) is to be within 5 feet of meter pit. 4. Ground surrounding meter pit shall slope away from lid. 5. No plumbing connections are to be made in meter pit. 6. Lawn sprinkler connections are to be at least 5 feet from meter pit on the outlet side. 7. Irrigation systems require an isolation valve downstream of vault, minimum of 5 feet. 8. Valves to be operated by District personnel only, with exception to the irrigation isolation valve. ALUMINUM RING AND COVER MARKED "WATER" 3"x{}" RECESS W/RECESSED 2" HOLE PENETRATION 8"X8" CONC BLOCK EACH SIDE (TYP) PRECAST CONCRETE MANHOLE \A1;5'-0" OUTLET ISOLATION VALVE (REQUIRED FOR IRRIGATION SYSTEMS) SCALE: NTS TYPICAL INSTALLATION FOR 1-1/2" & 2" METERS FORT COLLINS - LOVELAND WATER DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: \A1;1' MIN. COVER REFER TO SECTION 02646 HDPE GRADE RINGS 8-6-2014 1 2 3 4 T (ft) 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 AIR & VACUUM RELIEF VALVE NOT TO SCALE 105 D1 MORTAR PRE-CAST CONCRETE GRADE RINGS MANHOLE STEPS CONCRETE FOOTING SADDLE BRASS GATE VALVE WITH FINISHED GRADE MORTAR PRECAST CONCRETE MANHOLE SECTION 1'-0" TYP. 4'-0" X 1'-0" X 0'-6" CONCRETE FOOTING WHEEL TYPE OPERATION MORTAR PLAN SECTION CAST IRON RING AND COVER MARKED "WATER" \A1;4'-0" I.D. \A1;4'-0" SCALE: NTS TYPICAL AIR & VACUUM RELIEF VALVE INSTALLATION FORT COLLINS - LOVELAND WATER DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: 10-30-2013 \A1;COMPACTED GRANULAR MATERIAL \A1;COMPACTED GRANULAR MATERIAL \A1;WATER LINE REFER TO SECTION 02641 AND 03400 \A1;1' MIN. COVER ARI PLASTIC COMPOSITE ARV WITH MOLDED THREAD ASSEMBLY \A1;THREADED NIPPLE UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3. SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED LIGHT POLE EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING CURB & GUTTER 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 2.20% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+25 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 2.20% 4917.1 4916.92 4916.8 4916.30 4916.4 4915.71 4916.0 4915.12 4916.1 4914.53 30" VERTICAL CURB & GUTTER PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND X X ZIEGLER ROAD 6' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 84' ROW 36'  - ℄ 10+25 10+50 10+75 11+00 11+25 PROPOSED SAWCUT TIE TO EXISTING EXISTING STRIPING 15' UTILITY EASEMENT EXISTING 30" VERTICAL CURB & GUTTER FUTURE 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER 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. 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. 3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND RECOMMENDATIONS. EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY EXISTING FENCE X XS2 CROSS-SECTIONS ZIEGLER ROAD A. Reese B. Ruch 1"=20' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 20 0 20 Feet 20 40 60 PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED PEDESTRIAN ACCESS RAMPS PROPOSED LOT LINES 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.27% -2.30% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+75 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.22% -2.21% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.21% -2.33% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+25 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.23% -2.39% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+50 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.17% -2.38% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+75 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.12% -1.76% CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+00 4906 4908 4912 4916 4920 4906 4908 4912 4916 4920 -40 -20 0 20 40 -2.33% 0.49% 4913.8 4914.03 4914.1 4914.20 4913.4 4914.29 4913.3 4914.21 4913.3 4913.97 4913.2 4913.60 4913.2 4913.28 4913.6 4913.12 4913.9 4913.15 4914.5 4913.29 30" VERTICAL CURB & GUTTER PROPOSED GROUND EXISTING GROUND SIDEWALK PROPOSED GROUND EXISTING GROUND VB X X TF TF ZIEGLER ROAD COUNTY FAIR LANE 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT EXISTING 4.5' SIDEWALK EXISTING 4.5' SIDEWALK 30' - 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 PROPOSED SAWCUT PROPOSED SAWCUT 4.5' SIDEWALK 51' ROW COUNTY FAIR LANE 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. 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. 3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND RECOMMENDATIONS. EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY EXISTING FENCE X XS1 CROSS-SECTIONS COUNTY FAIR LANE A. Reese B. Ruch 1"=20' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 20 0 20 Feet 20 40 60 PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED PEDESTRIAN ACCESS RAMPS PROPOSED LOT LINES 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 NOTES: EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY EXISTING FENCE X PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED PEDESTRIAN ACCESS RAMPS 1. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE LCUASS STANDARDS. 2. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS DRAWING 1401. 3. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH TRAFFIC ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 4. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 5. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 6. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW, PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE TOWN OF TIMNATH 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). 7. THE LAYOUT OF ALL SIGNING AND STRIPING USING 3-M TEMPORARY TAPE AT A MINIMUM OF 50' SPACING SHALL BE APPROVED BY THE CITY STREET INSPECTOR PRIOR TO TH E INSTALLATION 8" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE DOUBLE YELLOW LINE 4" SOLID LINE, 4" DASHED LINE; 4" APART STRIPING LEGEND: PAVEMENT STRIPING AND MARKINGS: 4" SOLID WHITE LINE PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 1 3 4 5 A 2 8" DASHED WHITE EXTENSION LINE PREFORMED PLASTIC PAVEMENT MARKING 24" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) C B D E 2" SEGMENTS, 4" APART 6 4" BROKEN WHITE LINE 7 4" SOLID YELLOW LINE F 18" x 9' CROSS-WALK 10' SEGMENTS, 30' GAPS PROPOSED LOT LINES 12' TRAVEL LANE R3 STRIPING PLAN COUNTY FAIR LANE A. Reese B. Ruch 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 NOTES: EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY EXISTING FENCE X PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED PEDESTRIAN ACCESS RAMPS 1. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE LCUASS STANDARDS. 2. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS DRAWING 1401. 3. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH TRAFFIC ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 4. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 5. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 6. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW, PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE TOWN OF TIMNATH 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). 7. THE LAYOUT OF ALL SIGNING AND STRIPING USING 3-M TEMPORARY TAPE AT A MINIMUM OF 50' SPACING SHALL BE APPROVED BY THE CITY STREET INSPECTOR PRIOR TO TH E INSTALLATION 8" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE DOUBLE YELLOW LINE 4" SOLID LINE, 4" DASHED LINE; 4" APART STRIPING LEGEND: PAVEMENT STRIPING AND MARKINGS: 4" SOLID WHITE LINE PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 1 3 4 5 A 2 8" DASHED WHITE EXTENSION LINE PREFORMED PLASTIC PAVEMENT MARKING 24" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) C B D E 2" SEGMENTS, 4" APART 6 4" BROKEN WHITE LINE 7 4" SOLID YELLOW LINE F 18" x 9' CROSS-WALK 10' SEGMENTS, 30' GAPS PROPOSED LOT LINES SABER CAT DRIVE ZIEGLER ROAD 15' UTILITY EASEMENT 6' SIDEWALK 4.5' SIDEWALK PROPOSED SAWCUT AREA DRAIN SEE SHEET U1 TIE TO EXISTING EXISTING 30" VERTICAL EXISTING STRIPING CURB & GUTTER COUNTY FAIR LANE SEE SHEET R1 PROPOSED STRIPING (TYP.) PROPOSED 30" VERTICAL CURB & GUTTER 84' ROW 36'  - ℄ ± 14' TRAVEL LANE 6' BIKE LANE 12' TURN LANE FUTURE 30" VERTICAL CURB & GUTTER TIE TO EXISTING R2 PLAN & PROFILE ZIEGLER ROAD A. Reese B. Ruch 1"=20' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 20 0 20 Feet 20 40 60 RIGHT FLOWLINE ZIEGLER ROAD SCALE : 1" = 20' (H) 1" = 5' (V) 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. 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. 3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND RECOMMENDATIONS. EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY EXISTING FENCE X PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED PEDESTRIAN ACCESS RAMPS PROPOSED LOT LINES PVI ELEV = 4912.95 BCVS: 11+05.79 BVCE: 4913.51 ECVS: 11+80.79 EVCE: 4913.18 A.D. = 2.10 K = 35.71 4913.89 4914.03 4914.20 4914.29 4914.21 4913.97 4913.60 4913.28 4913.12 4913.15 4913.29 4913.44 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 4913.63 4913.75 4913.83 4913.72 4913.42 4912.97 4912.69 4912.55 4912.77 4913.24 0.50% 2.00% 1.70% 0.50% 0.90% 0.50% -1.81% -1.50% -0.70% 1.30% -0.50% -1.10% PVI STA = 9+50.56 PVI ELEV = 4913.50 PVI STA = 9+99.58 PVI ELEV = 4913.75 PVI STA = 12+06.43 PVI ELEV = 4913.37 PVI STA = 11+87.04 PVI ELEV = 4912.98 PVI STA = 11+58.93 PVI ELEV = 4912.56 PVI STA = 11+63.93 PVI ELEV = 4912.60 PVI STA = 11+00.36 PVI ELEV = 4912.96 PVI STA = 11+05.36 PVI ELEV = 4912.89 PVI STA = 11+30.00 PVI ELEV = 4912.65 PVI STA = 11+67.71 PVI ELEV = 4912.65 PVI STA = 11+53.93 PVI ELEV = 4912.53 PVI STA = 11+21.28 PVI ELEV = 4912.71 71.5' VC HP ELEV = 4913.83 HP STA = 10+24.20 PVI STA = 10+44.46 PVI ELEV = 4913.97 BVCS: 10+08.74 BVCE: 4913.79 EVCS: 10+80.19 EVCE: 4913.33 A.D. = 2.31 K = 30.97 4913.43 4913.59 4913.75 4913.83 4913.75 4913.51 4913.15 4912.79 4912.63 4912.62 4912.75 0.64% -0.50% 0.50% -1.49% 0.50% -1.49% -1.20% -0.80% PVI STA = 9+48.98 PVI ELEV = 4913.42 PVI STA = 10+00.00 PVI ELEV = 4913.75 PVI STA = 11+08.76 PVI ELEV = 4913.02 PVI STA = 11+20.21 PVI ELEV = 4912.85 PVI STA = 11+25.21 PVI ELEV = 4912.79 PVI STA = 11+36.17 PVI ELEV = 4912.70 PVI STA = 11+63.79 PVI ELEV = 4912.56 PVI STA = 12+16.29 PVI ELEV = 4912.83 78.5' VC HP ELEV = 4913.83 HP STA = 10+25.31 PVI STA = 10+44.88 PVI ELEV = 4913.97 BVCS: 10+05.61 BVCE: 4913.78 EVCS: 10+84.15 EVCE: 4913.39 A.D. = 1.99 K = 39.42 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE 24" RCP STORM STA.=11+00.12 INV.=4907.45 TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING VB X X TF TF EM EM EM EM ZIEGLER ROAD SEE SHEET R2 COUNTY FAIR LANE 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT EXISTING 4.5' SIDEWALK EXISTING 4.5' SIDEWALK 30' -  TIE TO EXISTING TIE TO EXISTING PROPOSED SAWCUT STORM DRAIN A SEE SHEET ST1 AREA DRAIN SEE SHEET U1 AREA DRAIN SEE SHEET U1 PROPOSED SAWCUT AREA DRAIN SEE SHEET U1 PROPOSED "STOP" SIGN SIGHT DISTANCE EASEMENT LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 LENGTH 8.90' 11.54' 44.15' 4.80' 2.92' 11.54' 24.83' 19.50' 26.62' BEARING N73°20'37.22"E N73°21'54.49"E N73°22'10.06"E N88°14'08.80"E N73°21'54.49"E N73°21'54.49"E N73°21'54.49"E N73°21'54.49"E N73°21'54.49"E CURVE DATA CURVE C1 C2 C3 C4 C5 C6 DELTA ANGLE 6°14'30" 5°10'08" 4°58'44" 14°51'43" 16°23'22" 13°26'46" CHORD DIRECTION N86°38'01"E N80°55'42"E N75°51'17"E N80°48'02"E N81°33'36"E N80°05'17"E TANGENT 9.90' 8.19' 7.89' 19.18' 21.39' 21.57' RADIUS 181.50' 181.50' 181.50' 147.09' 148.50' 183.00' ARC LENGTH 19.77' 16.37' 15.77' 38.15' 42.48' 42.95' CHORD LENGTH 19.76' 16.37' 15.77' 38.05' 42.33' 42.85' R1 PLAN & PROFILE COUNTY FAIR LANE A. Reese B. Ruch 1"=20' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 20 0 20 Feet 20 40 60 CENTERLINE COUNTY FAIR LANE SCALE : 1" = 20' (H) 1" = 5' (V) LEFT FLOWLINE COUNTY FAIR LANE SCALE : 1" = 20' (H) 1" = 5' (V) RIGHT FLOWLINE COUNTY FAIR LANE SCALE : 1" = 20' (H) 1" = 5' (V) 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. 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. 3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND RECOMMENDATIONS. EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY EXISTING FENCE X PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED PEDESTRIAN ACCESS RAMPS PROPOSED LOT LINES INV. OUT=4905.90 (W) FG=4910.30 N: 1429933.97 E: 3134171.08 12.08 LF 6" HDPE @ 0.50% INSERTA-TEE A INV. IN=4905.84 (N) INV. IN=4905.84 (E) INV. OUT=4905.84 (S) FG=4910.53 N: 1429933.60 E: 3134159.00 0.5% 0.5% 0.5% SG1 SUBGRADE PLAN A. Reese B. Ruch 1"=5' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 5 0 5 Feet 5 10 15 LEGEND: PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES NOTES: 2.0% EXISTING SPOT ELEVATION PROPOSED PVC STORM PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 (33.43) S.G. 1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 2. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3. ALL CURB SPOTS SHOWN ARE FISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING SYSTEM ITEMS IN THE VAULT AREA: - SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF VAULTS 5. SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 6. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE VAULT SYSTEM. 7. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 8. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE VAULT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE VAULT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE VAULT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE VAULT AREA. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE VAULT AREA, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 9. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES. 12.43 2.0% 2.0% 2.3% 2.3% 2.0% BLOCK 2 NATURAL HABITAT BUFFER ZONE BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY AREA DRAIN SEE SHEET U2 2-6" STEPS 2-6" STEPS 3-6" STEPS 2-6" STEPS McCLLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY 12.10 11.64 11.78 11.74 11.84 12.10 11.83 11.71 12.44 11.45 LEGEND: 5013 PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE PROPOSED LOT LINE G6 GRADING PLAN A. Reese B. Ruch 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 KEYMAP NTS G4 G1 G5 G2 G6 G3 MATCH LINE - SEE SHEET G3 MATCH LINE - SEE SHEET G5 14.14 13.49 12.32 12.82 13.32 12.08 12.00 12.43 11.85 11.96 12.01 12.82 12.05 12.82 12.49 12.82 12.49 12.93 12.55 12.46 11.93 11.94 11.98 12.77 11.78 12.00 12.04 12.02 11.57 12.65 12.09 12.08 12.20 13.20 11.92 13.15 11.93 12.20 12.70 13.70 12.70 13.70 12.33 12.48 12.42 12.69 13.15 13.20 13.70 12.95 13.70 13.20 13.10 13.03 13.32 14.20 14.20 13.70 13.65 13.61 14.05 13.32 12.32 12.02 11.96 2.0% 1.4% 1.8% 0.7% 1.8% 0.3% 0.5% 2.0% 2.0% 11.99 11.88 1.5% 13.61 5.4% 5.0% 12.40 13.39 13.80 12.35 12.29 12.14 12.63 14.20 12.10 2.1% 2.0% 12.02 2.0% BLOCK 2 1-6" STEP 1-6" STEP 1-6" STEP 2-6" STEPS 2-6" STEPS 2-6" STEPS 2-6" STEPS EXISTING STORM DRAIN AREA DRAIN SEE SHEET U2 STORM DRAIN A SEE SHEET ST1 13.55 13.95 14.04 13.31 14.14 12.12 12.10 12.17 12.16 12.56 12.50 12.77 13.03 13.18 13.11 13.40 13.69 12.10 12.10 12.48 13.47 13.88 12.43 1.4% 12.10 14.52 14.50 14.23 1.0% 13.82 13.32 13.32 12.82 LEGEND: 5013 PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE PROPOSED LOT LINE G5 GRADING PLAN A. Reese B. Ruch 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 KEYMAP NTS MATCH LINE - SEE SHEET G6 G4 G1 G5 G2 G6 G3 MATCH LINE - SEE SHEET G2 MATCH LINE - SEE SHEET G4 2.0% 2.0% 2.0% 4.3% 2.0% 2.0% 13.64 13.86 13.54 12.80 13.03 14.43 17.05 17.57 16.59 16.00 15.65 15.53 15.11 14.99 14.78 14.73 13.49 14.52 15.51 14.39 14.22 13.10 17.23 17.04 16.25 16.85 16.35 15.52 16.35 15.85 15.85 14.79 15.35 15.35 15.35 14.43 14.85 13.96 16.75 16.09 15.42 2.0% 2.0% 2.0% 13.89 13.82 14.53 15.18 15.58 15.90 15.68 16.23 15.23 16.35 16.73 15.73 16.73 15.73 16.68 17.23 16.73 16.38 17.23 16.73 17.68 17.18 17.34 (16.16) 14.32 (14.00) 15.80 (16.96) 17.73 0.4% 2.0% 17.73 17.18 BLOCK 1 EXISTING STORM DRAIN 1-6" STEP 1-6" STEP 2-6" STEPS 2-6" STEPS 2-6" STEPS 2-6" STEPS TRASH ENCLOSURE 1.8% 15.79 15.52 17.13 16.91 0.5% 2.0% 3.3% 1.5% (16.71) 16.79 9:1 4:1 (13.93) 13.90 2.1% 3.0% STORM DRAIN A SEE SHEET ST1 13.55 13.95 14.04 13.31 1.8% 17.49 16.51 15.92 15.57 15.45 15.03 14.91 14.70 14.65 16.30 17.24 2.0% 1.8% 1.8% 1.8% (17.94) 16.63 16.85 16.35 15.85 14.85 17.41 16.93 16.87 17.04 17.33 17.13 17.00 17.22 17.32 16.81 16.76 16.96 17.91 16.58 2.0% 16.47 16.41 16.36 16.22 16.01 1.9% 0.4% 16.72 1.8% 16.85 16.78 16.92 16.85 2.0% 1.5% 1.5% 16.98 LEGEND: 5013 PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE PROPOSED LOT LINE G4 GRADING PLAN A. Reese B. Ruch 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 KEYMAP NTS MATCH LINE - SEE SHEET G5 G4 G1 G5 G2 G6 G3 MATCH LINE - SEE SHEET G1 11.00 11.55 10.58 10.21 10.67 2.0% 2.0% 1.0% 1.0% 2.0% 3.1% 10.99 9.98 10.07 10.90 11.16 11.39 BLOCK 2 DETENTION CHAMBERS EXISTING WETLAND LIMIT EXISTING STORM DRAIN PROPOSED 1' SIDEWALK CHASE STORM DRAIN A SEE SHEET ST1 AREA DRAIN SEE SHEET U2 3-6" STEPS 1-6" STEP TIE TO EXISTING SIDEWALK AREA DRAIN SEE SHEET U2 McCLLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY 10.31 10.39 12.22 11.50 11.28 12.00 11.38 10.86 10.39 10.37 10.70 4.3% 5.0% 11.47 12.00 10.77 10.72 10.29 10.22 10.59 11.55 12.00 11.08 10.99 9.91 NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE 12.00 11.00 11.55 5.62 LEGEND: 5013 PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE PROPOSED LOT LINE G3 GRADING PLAN A. Reese B. Ruch 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 KEYMAP NTS G4 G1 G5 G2 G6 G3 MATCH LINE - SEE SHEET G6 MATCH LINE - SEE SHEET G2 13.88 12.26 13.38 12.01 12.26 13.76 13.26 11.76 10.75 11.51 11.38 12.38 10.85 10.60 2.0% 12.88 12.88 12.32 1.0% 1.0% 1.0% 0.5% 0.5% 0.5% 2.0% 2.0% 2.0% 4.1% 12.38 12.88 13.38 11.54 12.42 12.22 12.32 12.08 12.00 11.85 BLOCK 2 BLDG D AREA DRAIN SEE SHEET U1 1-6" STEP 2-6" STEPS TRASH ENCLOSURE 2-6" STEPS 12.62 13.10 13.48 13.36 13.26 13.48 13.17 13.29 2.0% 11.56 13.47 12.98 12.92 2.0% FFE=12.88 LOT 18 LOT 19 LOT 17 11.75 12.34 12.28 10.54 10.31 10.39 10.90 10.95 11.12 11.27 11.36 11.63 13.76 13.26 12.95 13.88 4.6% 12.57 2.0% 12.21 12.81 3.5% 11.99 11.28 2.3% 2.3% 13.26 13.26 12.01 12.76 1-6" STEP 12.76 12.88 3.9% 11.31 12.76 12.62 2.0% 10.83 2.0% 10.48 2-6" STEPS 12.38 12.00 12.00 11.62 11.67 11.75 1.0% 12.22 10.63 10.73 2.0% 13.38 13.38 12.88 12.38 12.11 11.76 11.81 11.89 11.89 12.00 LEGEND: 5013 PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE PROPOSED LOT LINE G2 GRADING PLAN A. Reese B. Ruch 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 KEYMAP NTS MATCH LINE - SEE SHEET G3 G4 G1 G5 G2 G6 G3 MATCH LINE - SEE SHEET G5 MATCH LINE - SEE SHEET G1 14.98 COUNTY FAIR LANE 13.33 14.14 16.05 14.77 18.14 13.24 (18.31) 14.82 15.92 5.7% 2.0% 12:1 17.59 16.75 16.09 15.42 14.70 14.33 13.57 1.8% 2.0% 2.0% 2.0% BLOCK 1 STORM DRAIN A SEE SHEET ST1 AREA DRAIN SEE SHEET U1 16.91 15.72 14.97 14.88 15.64 15.73 16.46 15.96 18.73 18.85 (18.11) 16.13 16.34 16.42 16.80 16.17 16.89 17.21 17.57 17.66 13.30 13.48 13.88 13.00 13.14 13.20 13.29 0.8% 1.8% 15.70 15.79 13.78 13.86 2.3% 12.62 15.96 16.46 17.34 1.4% 17.46 17.46 2.0% 5.0% 6.1% 18.19 16.93 15.77 2.0% 2.0% 2.0% OWNER: RUFF RONALD C AKA RON RUFF ERIN ELIZABETH DYNASTY TRUST 5117 ZIEGLER RD FORT COLLINS, CO 4.8% 1.4% 17.65 17.19 16.79 16.89 16.87 16.84 16.63 3.1% 2.0% 16.46 18.57 13.92 14.80 14.06 14.02 13.90 13.80 13.94 14.03 14.18 14.16 14.46 14.46 14.96 16.46 LEGEND: 5013 PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE PROPOSED LOT LINE G1 GRADING PLAN A. Reese B. Ruch 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 10 0 10 Feet 10 20 30 KEYMAP NTS MATCH LINE - SEE SHEET G2 G4 G1 G5 G2 G6 G3 MATCH LINE - SEE SHEET G4 INV.=4899.82 8" PVC WATER STA.=13+73.96 TOP=4905.74 6" PVC SANITARY STA.=14+11.72 INV.=4902.17 6" PVC SANITARY STA.=14+86.72 INV.=4902.42 18" MIN. 100-YR HGL INLET A6 STA 14+98.23 FL. EL 4913.4± INV. IN 4908.11 (W) INV. OUT 4908.11 (E) 215.01 LF 24" RCP @ 0.50% 59.25 LF 24" RCP @ 0.50% 17.52 LF 24" RCP @ 0.50% 43.51 LF 24" HDPE @ 0.50% 37.75 LF 18" HDPE @ 0.50% 12" PVC SANITARY STA.=10+19.68 INV.=4895.94 INSERTA-TEE A STA 10+43.51 INV. 4905.84 (N) INV. 4905.84 (E) INV. 4905.84 (S) 5.77 LF 24" HDPE @ 0.50% BASIN A1 (30"Ø w/ WQ WEIR) STA 10+49.28 FL. EL 4910.5± INV. IN 4905.87 (N) INV. IN 4905.87 (W) INV. IN 4905.87 (E) INV. OUT 4905.87 (S) 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+75 10+00 10+50 STMH A4 (FLAT TOP) STA 10+00.00 RIM 4913.1± INV. IN 4907.84 (N) INV. IN 4907.84 (S) INV. OUT 4907.84 (W) INLET A4-1 STA 10+17.52 FL. EL 4912.6± INV. IN 4908.01 (S) INV. OUT 4908.01 (N) PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+10.17 TOP=4906.25 18" MIN. 100-YR HGL 17.52 LF 15" RCP @ 1.00% VB SS SS SS SS SS SS SS SS TF TF TF TF TF TF S S S S S W W S W W W W W W UD UD UD UD 215.01 LF 24" RCP @ 0.50% 119.42 LF STORMTECH 740 VAULTS @ 0.50% 59.25 LF 24" RCP @ 0.50% 17.52 LF 24" RCP @ 0.50% AREA DRAIN SEE SHEET U2 AREA DRAIN SEE SHEET U2 SANITARY LINE A SEE SHEET SS1 SANITARY LINE B SEE SHEET SS1 INLET A1A-2 INV. OUT=4907.68 (W) FG=4910.15 N: 1429939.89 E: 3134175.82 9.50 LF 15" HDPE @ 0.50% FES A STA 10+00.00 N: 1429890.11 E: 3134160.34 43.51 LF 24" HDPE @ 0.50% BASIN A1 (30"Ø w/ WQ WEIR) STA 10+49.28 N: 1429939.37 E: 3134158.78 STMH A2 (FLAT TOP) STA 11+68.70 N: 1430058.73 E: 3134155.15 17.02 LF 18" HDPE @ 0.50% INLET A2-1 INV. OUT=4906.56 (W) FG=4911.35 N: 1430059.26 E: 3134172.15 STMH A3 (FLAT TOP) STA 13+83.71 N: 1430273.64 E: 3134148.53 STMH A4 (FLAT TOP) STA 14+42.96 N: 1430290.60 E: 3134205.30 INLET A5 STA 14+60.48 N: 1430307.39 E: 3134200.28 37.75 LF 18" HDPE @ 0.50% INLET A6 STA 14+98.23 N: 1430316.81 E: 3134163.73 AREA DRAIN SEE SHEET U1 AREA DRAIN SEE SHEET U1 WATER LINE LOWERING SEE DETAILS TRACT B U,A&DE LOT 20 LOT 22 LOT 21 LOT 23 LOT 14 LOT 15 LOT 16 LOT 8 LOT 9 LOT 10 LOT 11 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 EXISTING WETLAND LIMIT NATURAL HABITAT BUFFER ZONE BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY EXISTING INLET EXISTING 12" SANITARY SEWER EXISTING 30' SANITARY SEWER EASEMENT PROPOSED 6" SANITARY SERVICE (TYP.) PROPOSED 1 1/2" AREA DRAIN WATER SERVICE (TYP.) SEE SHEET U1 8 " P V C W A T E R 8 " P V C W A T E R STORM DRAIN A4 SEE THIS SHEET ZIEGLER ROAD COUNTY FAIR LANE LOT 1 LOT 2 LOT 5 LOT 6 LOT 7 LOT 13 EXISTING 24" RCP STORM DRAIN EXISTING 12" WATER LOT 17 LOT 18 LOT 19 LOT 12 LOT 13 UNDER DRAIN SEE SHEET SG1 5.77 LF 24" HDPE @ 0.50% INSERTA-TEE A STA 10+43.51 N: 1429933.60 E: 3134159.00 BASIN A1A-1 INV. IN=4907.64 (E) INV. OUT=4905.92 (W) FG=4910.35 7.54 LF 15" HDPE @ 0.50% TF TF TF TF S S S W W S W W W W W W 17.52 LF 15" RCP @ 1.00% STORM DRAIN A SEE THIS SHEET WATER LINE LOWERING SEE DETAILS LOT 12 8 " P V C W A T E R 8 " P V C W A T E R COUNTY FAIR LANE STMH A4 (FLAT TOP) STA 10+00.00 N: 1430290.60 E: 3134205.30 INLET A4-1 STA 10+17.52 N: 1430273.81 E: 3134210.31 LOT 1 SANITARY LINE B SEE SHEET SS1 AREA DRAIN SEE SHEET U1 AREA DRAIN SEE SHEET U1 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D EXISTING EASEMENT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER PROPOSED EASEMENT LINE 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS. 6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE INSERTA TEE OR APPROVED EQUAL FOR CONNECTION. 8. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPOSED RIGHT OF WAY PROPOSED AREA DRAINS INLET SCHEDULE 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 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 NOTES: LEGEND: NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ST1 PLAN & PROFILE STORM DRAINS A & A4 A. Reese B. Ruch 1"=30' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' STORM DRAIN A4 STORM DRAIN A PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' PROPOSED LOT LINE INLET SCHEDULE INLET ID INLET TYPE Inlet A1A-2 Area Inlet Inlet A2-1 Area Inlet Inlet A4-1 Single Combo Inlet A5 Double Combo Inlet A6 Double Combo Area Drains 12" Nyloplast Drain Basin** **ALL DRAIN BASINS SHALL BE 12" NYLOPLAST DRAIN BASIN WITH DOME GRATES UNLESS OTHERWISE NOTED INV. OUT=4900.59 (NW) FG=4911.86 CONNECTION A1 STA 10+73.82 N: 1430066.81 E: 3134113.42 BLDG E SERV INV. OUT=4899.16 (N) FG=4912.62 STORM DRAIN A SEE SHEET ST1 LOT 19 LOT 18 LOT 17 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 SSMH A STA 10+00.00 RIM 4911.5± INV. IN 4897.35 (N) INV. IN 4897.51 (E) INV. OUT 4897.35 (S) 73.82 LF 8" PVC @ 2.00% CONNECTION A1 STA 10+73.82 INV. 4898.99 (E) INV. 4899.07 (S) INV. 4898.99 (W) 50.87 LF 8" PVC @ 2.00% SSMH A2 STA 11+24.69 RIM 4911.6± INV. IN 4900.17 (SE) INV. OUT 4900.01 (W) PROPOSED GROUND EXISTING GROUND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. 24" RCP STORM STA.=11+15.28 INV.=4906.52 8" HDPE STORM STA.=10+34.11 INV.=4908.37 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 SSMH B4 STA 11+45.58 RIM 4913.0± INV. IN 4901.97 (N) INV. IN 4901.97 (S) INV. OUT 4901.80 (W) 72.51 LF 8" PVC @ 2.00% 6.00 LF 8" PVC @ 2.00% 6.16 LF 8" PVC @ 2.00% SSMH B1 STA 10+60.91 RIM 4914.2± INV. IN 4900.11 (E) INV. OUT 4899.91 (W) 60.91 LF 8" PVC @ 2.00% EXMH B STA 10+00.00 RIM 4913.8± INV. IN 4898.89 (W) INV. IN 4898.69 (E) INV. OUT 4898.49 (S) CONNECTION B2 STA 10+67.07 INV. 4900.23 (E) INV. 4900.32 (S) INV. 4900.23 (W) CONNECTION B3 STA 10+73.07 INV. 4900.35 (E) INV. 4900.44 (N) INV. 4900.35 (W) PROPOSED GROUND EXISTING GROUND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. CORE DRILL CONNECT TO EXISTING MH TF TF VB X X SS SS SS SS SS TF TF S S S W W S W W W W W W W IR IR IR IR W COUNTY FAIR LANE 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT EXISTING 4.5' SIDEWALK EXISTING STORM DRAIN CORE DRILL TO CONNECT TO EXISTING SANITARY MANHOLE 60.91 LF 8" PVC @ 2.00% 72.51 LF 8" PVC @ 2.00% 29.79 LF 6" PVC @ 2.00% 45.24 LF 6" PVC @ 2.00% 6.00 LF 8" PVC @ 2.00% 6.16 LF 8" PVC @ 2.00% 30.15 LF 6" PVC @ 2.00% 39.59 LF 6" PVC @ 2.00% OWNER:HARVEST MASTER HOA ASSOCIATION OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 EXISTING 10" SANITARY SEWER EXISTING 8" SANITARY SEWER EXISTING 8" WATER STORM DRAIN A SEE SHEET ST1 8" PVC WATER 8 " PV C W A T E R PROPOSED 1 1 2" WATER SERVICE (TYP.) BLDG F BLDG B BLDG C BLDG A LOT 13 LOT 12 LOT 1 LOT 2 LOT 6 LOT 7 CONNECTION B3 LOT 13 STA 10+73.07 N: 1430270.48 E: 3134103.03 EXMH B STA 10+00.00 N: 1430266.76 E: 3134030.46 SSMH B1 STA 10+60.91 N: 1430267.00 E: 3134091.38 SSMH B4 STA 11+45.58 N: 1430291.24 E: 3134172.50 BLDG C SERV INV. OUT=4902.87 (N) FG=4913.52 BLDG B SERV INV. OUT=4902.56 (S) FG=4914.38 BLDG F SERV INV. OUT=4901.11 (N) FG=4913.66 CONNECTION B2 STA 10+67.07 N: 1430268.76 E: 3134097.28 BLDG A SERV INV. OUT=4901.04 (S) FG=4913.33 AREA DRAIN SEE SHEET U1 AREA DRAIN SEE SHEET U1 AREA DRAIN SEE SHEET U1 PROPOSED 3/4" IRRIGATION SERVICE (TYP.) LOT 14 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 SANITARY SEWER LINE A PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' EXISTING WATER MAIN LEGEND: W G T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D EASEMENT LINE PROPERTY BOUNDARY PROPOSED LOTLINE PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED TELEPHONE T PROPOSED GAS G EXISTING CABLE CTV EXISTING ELECTRIC E 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. SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SANITARY MANHOLES TO BE 4'Ø 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 PLAN & PROFILE SANITARY SEWER LINES A & B A. Reese B. Ruch 1"=30' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' SANITARY SEWER LINE B PROPOSED SEWER SERVICE & CLEAN OUT S PROPOSED WATER SERVICE, CURB STOP, & METER PIT W IR PROPOSED IRRIGATION SERVICE, CURB STOP, & METER PIT SSMH A2 EXISTING 30' SANITARY SEWER EASEMENT EXISTING 12" SANITARY SEWER FES A OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS EXISTING WETLAND LIMIT NATURAL HABITAT BUFFER ZONE BOUNDARY BLDG D BLDG F BLDG E BLDG C LOT 10 LOT 11 LOT 8 LOT 9 TRACT B U,A&DE McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY 9.59 LF 8" HDPE @ 2.50% BASIN AD2 INV.=4906.09 FG=4909.39 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 15 LOT 16 LOT 20 LOT 21 LOT 22 LOT 23 BLOCK 2 45° BEND A1-1 INV.=4907.19 FG=4911.02 21.92 LF 12" HDPE @ 2.00% 45° BEND A1-2 INV.=4907.62 FG=4911.56 11.73 LF 12" HDPE @ 2.00% BASIN A1-3 INV.=4907.86 FG=4911.42 14.68 LF 12" HDPE @ 0.50% BASIN A1-4 INV.=4907.93 FG=4911.40 9.43 LF 8" HDPE @ 0.50% BASIN A1-5 INV.=4907.98 FG=4911.54 12.67 LF 8" HDPE @ 0.50% BASIN A1-6 INV.=4908.05 FG=4911.51 14.07 LF 8" HDPE @ 0.50% BASIN A1-7 INV.=4908.12 FG=4911.58 21.90 LF 8" HDPE @ 0.50% BASIN A1-8 INV.=4908.23 FG=4911.52 14.57 LF 8" HDPE @ 0.50% BASIN A1-9 INV.=4908.30 FG=4911.88 18.86 LF 8" HDPE @ 0.50% BASIN A1-10 INV.=4908.39 FG=4911.57 9.48 LF 8" HDPE @ 1.50% BASIN A1-11 INV.=4908.54 FG=4911.92 14.81 LF 8" HDPE @ 1.50% BASIN A1-12 INV.=4908.76 FG=4911.93 13.72 LF 8" HDPE @ 1.50% BASIN A1-13 INV.=4908.97 FG=4912.20 26.28 LF 8" HDPE @ 0.50% BASIN A1-14 INV.=4909.10 FG=4912.33 13.20 LF 8" HDPE @ 0.50% BASIN A1-15 INV.=4909.17 FG=4912.55 28.14 LF 8" HDPE @ 0.50% BASIN A1-16 INV.=4909.31 FG=4912.96 INV.=4909.40 STORM DRAIN A SEE SHEET ST1 24" RCP STORM INLET A2-1 INLET A1A-2 BASIN A1 (30"Ø w/ WQ WEIR) INV.=4905.87 FG=4910.54 65.65 LF 12" HDPE @ 2.00% EXISTING WATER EASEMENT STMH A2 (FLAT TOP) LOT 17 LOT 18 LOT 19 ELECTRIC METER (TYP.) GAS METER (TYP.) BLOCK 2 PROPOSED TRANSFORMER INSERTA-TEE AD1 INV. IN=4905.19 (N) INV. IN=4905.85 (W) INV. OUT=4905.19 (S) FG=4910.01 UNDER DRAIN SEE SHEET SG1 U2 UTILITY PLAN A. Reese B. Ruch 1"=20' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 20 0 20 Feet 20 40 60 KEYMAP NTS U1 U2 MATCH LINE - SEE SHEET U1 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 CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 9. ALL DISCHARGE BASIN LIDS SHALL BE TRAFFIC RATED. 10. ALL INDIVIDUAL WATER SERVICE LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS. 11. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 12. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 13. ALL SANITARY SERVICES TO BE 6". 14. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 15. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 17. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES. 18. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. 19. ALL AREA DRAIN BASINS SHALL BE 12" Ø NYLOPLAST w/ DOMED GRATE UNLESS NOTED OTHERWISE. EXISTING WATER MAIN LEGEND: W G T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE & CLEAN OUT S EXISTING SANITARY SEWER PROPOSED CURB & GUTTER PROPOSED WATER SERVICE, CURB STOP, & METER PIT PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D EASEMENT LINE PROPERTY BOUNDARY APPROXIMATE GAS METER LOCATION GM F PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER APPROXIMATE ELECTRIC METER LOCATION EM PROPOSED TELEPHONE T PROPOSED GAS G EXISTING CABLE CTV EXISTING ELECTRIC E PROPOSED STREET LIGHT PROPOSED FIRE SERVICE W PROPOSED IRRIGATION SERVICE, CURB STOP, & METER PIT IR SS PROPOSED UNDER DRAIN UD SANITARY LINE B SEE SHEET SS1 STORM DRAIN A SEE SHEET ST1 EXISTING STORM DRAIN EXISTING 12" WATER CORE DRILL TO CONNECT TO EXISTING SANITARY MANHOLE PROPOSED 1 1/2" WATER METER (TYP.) PROPOSED 6" SANITARY SERVICE (TYP.) PROPOSED 1 1/2" WATER SERVICE (TYP.) 29.03 LF 8" PVC S88°14'09"W N:1430506.58 E:3134300.93 N:1430505.39 E:3134041.93 CONNECT TO EXISTING CUT IN TEE w/ TB 12" GV (N) & 8" GV (W) N:1430291.55 E:3134304.55 BEGIN HORZ. DEFLECTION N:1430290.66 E:3134275.53 END HORZ. DEFLECTION N:1430278.25 E:3134198.89 BEGIN HORZ. DEFLECTION N:1430268.62 E:3134166.66 CONNECT TO EXISTING 8" WATER STUB N:1430255.49 E:3134054.56 END HORZ. DEFLECTION N:1430256.12 E:3134086.66 8" PVC SANITARY 8" PVC SANITARY EXMH B SSMH B1 SSMH B4 STMH A3 (FLAT TOP) 24" RCP STORM STMH A4 (FLAT TOP) INLET A4-1 INV. IN=4908.01 (S) INV. OUT=4908.01 (N) FG=4912.61 INLET A5 INV. IN=4907.93 (W) INV. IN=4907.93 (N) INV. OUT=4907.93 (S) FG=4912.57 24" RCP STORM 15" RCP STORM HARVEST PARK SUBDIVISION OWNER: RUFF RONALD C AKA RON RUFF ERIN ELIZABETH DYNASTY TRUST 5117 ZIEGLER RD FORT COLLINS, CO OWNER: BRANDT OLIVER/ALEXANDRA ADDRESS:5356 CORNERSTONE DR FORT COLLINS, CO OWNER: MARGISON ROBERT/KRISTI ADDRESS: 5362 CORNERSTONE DR FORT COLLINS, CO OWNER:HARVEST MASTER HOA ASSOCIATION STORM DRAIN A SEE SHEET ST1 BLDG F BLDG B BLDG C BLDG A TRACT A U,A&DE LOT 1 LOT 2 LOT 3 LOT 4 LOT 2 LOT 3 LOT 4 LOT 6 LOT 7 LOT 5 LOT 1 LOT 13 LOT 8 LOT 10 LOT 9 LOT 12 LOT 11 LOT 13 LOT 14 LOT 15 LOT 16 LOT 12 BLOCK 1 13.20 LF 8" HDPE @ 0.50% BASIN A1-15 INV.=4909.17 FG=4912.55 28.14 LF 8" HDPE @ 0.50% BASIN A1-16 INV.=4909.31 FG=4912.96 18.63 LF 8" HDPE @ 0.50% BASIN A1-17 INV.=4909.40 FG=4912.98 14.41 LF 8" HDPE @ 0.50% BASIN A1-18 INV.=4909.47 FG=4913.01 14.78 LF 8" HDPE @ 0.50% BASIN A1-19 INV.=4909.55 FG=4913.03 45° BEND A1-20 INV.=4909.58 FG=4913.36 5.97 LF 8" HDPE @ 0.50% 45° BEND A1-21 INV.=4909.61 FG=4913.32 6.84 LF 8" HDPE @ 0.50% BASIN A1-22 INV.=4909.64 FG=4912.82 RELOCATED TELEPHONE PEDESTAL 18" HDPE STORM INLET A6 INV. IN=4908.11 (W) INV. OUT=4908.11 (E) FG=4913.39 69.09 LF 12" HDPE @ 1.00% BASIN A7 (15" Ø) INV.=4908.81 FG=4912.80 45.00 LF 12" HDPE @ 1.30% BASIN A8 (15" Ø) INV.=4909.39 FG=4913.02 32.10 LF 8" PVC S88°52'37"W 29.05 LF 12" HDPE @ 3.40% BASIN A4-1 (SOLID LID) INV.=4908.91 FG=4915.03 STORM DRAIN A4 SEE SHEET ST1 41.30 LF 12" HDPE @ 3.40% 45° BEND A5-2 INV.=4910.31 FG=4913.95 5.80 LF 12" HDPE @ 3.40% BASIN A5-3 (15" Ø) INV.=4910.51 FG=4913.58 26.21 LF 12" HDPE @ 3.40% BASIN A5-4 (15" Ø) INV.=4911.40 FG=4914.63 14.09 LF 8" HDPE @ 3.40% 26.21 LF 8" HDPE @ 3.40% BASIN A5-5 INV.=4912.29 FG=4915.48 BASIN A5-6 INV.=4912.77 FG=4915.92 15.74 LF 8" HDPE @ 0.50% BASIN A5-7 INV.=4912.85 FG=4916.17 24.63 LF 8" HDPE @ 0.50% BASIN A5-8 INV.=4912.97 FG=4916.24 35.22 LF 8" HDPE @ 0.50% BASIN A5-9 INV.=4913.15 FG=4916.32 21.50 LF 8" HDPE @ 3.00% BASIN A4-2 INV.=4908.66 FG=4912.68 33.64 LF 8" PVC S73°21'54"W 77 .86 L F 8 " PV C R = 3 00 .0 0 ' PROPOSED 1 1/2" WATER SERVICE (TYP.) 6.46 LF 8" HDPE @ 0.50% 24" RCP STORM WATER LINE LOWERING SEE DETAILS WATER LINE LOWERING SEE DETAILS PROPOSED 1 1/2" WATER METER (TYP.) 3 7.6 3 L F 8 " P V C R = 3 0 0 . 00 ' FH ASSEMBLY N:1430248.04 E:3134125.77 8"x6" SWIVEL TEE w/ 8" GV (W) & 6" GV (S) N:1430259.21 E:3134124.14 6' SIDEWALK 15' UTILITY EASEMENT ELECTRIC METER (TYP.) GAS METER (TYP.) PROPOSED 3/4" IRRIGATION SERVICE (TYP.) PROPOSED 3/4" IRRIGATION METER (TYP.) PROPOSED TRANSFORMER PROPOSED TRANSFORMER SIGHT DISTANCE EASEMENT 8.22 LF 8" PVC R=300.00' 35.37 LF 8" PVC R=300.00' AIR/VAC N:1430266.37 E:3134158.76 U1 UTILITY PLAN A. Reese B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 20 0 20 Feet 20 40 60 KEYMAP NTS U1 U2 MATCH LINE - SEE SHEET U2 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 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 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 CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 9. ALL DISCHARGE BASIN LIDS SHALL BE TRAFFIC RATED. 10. ALL INDIVIDUAL WATER SERVICE LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS. 11. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 12. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 13. ALL SANITARY SERVICES TO BE 6". 14. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 15. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 17. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES. 18. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. 19. ALL AREA DRAIN BASINS SHALL BE 12" Ø NYLOPLAST w/ DOMED GRATE UNLESS NOTED OTHERWISE. EXISTING WATER MAIN LEGEND: W G T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE & CLEAN OUT S EXISTING SANITARY SEWER PROPOSED CURB & GUTTER PROPOSED WATER SERVICE, CURB STOP, & METER PIT PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D EASEMENT LINE PROPERTY BOUNDARY APPROXIMATE GAS METER LOCATION GM F PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER APPROXIMATE ELECTRIC METER LOCATION EM PROPOSED TELEPHONE T PROPOSED GAS G EXISTING CABLE CTV EXISTING ELECTRIC E PROPOSED STREET LIGHT PROPOSED FIRE SERVICE W PROPOSED IRRIGATION SERVICE, CURB STOP, & METER PIT IR SS PROPOSED UNDER DRAIN UD SAWCUT DRIVE WAY PER LCUASS DRIVE WAY PER LCUASS 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT TRASH ENCLOSURE TRASH ENCLOSURE EXISTING STRIPING (TYP.) N:1430506.58 E:3134300.93 N:1429805.43 E:3134322.52 N:1429851.17 E:3134062.08 N:1430505.39 E:3134041.93 OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS HARVEST PARK SUBDIVISION OWNER: RUFF RONALD C AKA RON RUFF ERIN ELIZABETH DYNASTY TRUST 5117 ZIEGLER RD FORT COLLINS, CO OWNER: BRANDT OLIVER/ALEXANDRA ADDRESS:5356 CORNERSTONE DR FORT COLLINS, CO OWNER: MARGISON ROBERT/KRISTI ADDRESS: 5362 CORNERSTONE DR FORT COLLINS, CO OWNER:HARVEST MASTER HOA ASSOCIATION EXISTING WETLAND LIMIT NATURAL HABITAT BUFFER ZONE BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY LOT 20 LOT 21 LOT 22 LOT 23 LOT 8 LOT 9 LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLDG D BLDG F BLDG E BLDG B BLDG C BLDG A LOT 13 LOT 14 LOT 15 LOT 16 LOT 12 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 BLOCK 1 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 E XISTING 84' ROW PROPOSED 84' ROW EXISTING 30' SANITARY SEWER EASEMENT EXISTING 53'  -  PROPOSED 72' ROW 20' EMERGENCY ACCESS EASEMENT PROPOSED 57' ROW PROPOSED 35'  - 20' EOP-EOP 8' 17' 9' 17' 8' 17' 45' 20' 38' PROPOSED 51' ROW PROPOSED 30'  - 20' EMERGENCY ACCESS EASEMENT 1' SIDEWALK CHASE HC PARKING SIGN HC PARKING SIGN EXISTING WATER LINE EASEMENT MAIL KIOSK MAIL KIOSK McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY TRACT B U,A&DE TRACT A U,A&DE PROPOSED OUTFALL 18" VERTICAL CURB & GUTTER PROPOSED 18" OUTFALL VERTICAL CURB & GUTTER R15' R15' R15' R15' PROPOSED 18" INFLOW VERTICAL CURB & GUTTER 4' CONCRETE PAN 4' CONCRETE PAN PROPOSED INFLOW 18" VERTICAL CURB & GUTTER SIGHT DISTANCE EASEMENT PROPOSED STRIPING 3.5' SIDEWALK (TYP.) 3.5' SIDEWALK (TYP.) 3.5' SIDEWALK (TYP.) 3.5' SIDEWALK (TYP.) LOT 17 LOT 18 LOT 19 NO PARKING - FIRE LANE SIGN NO PARKING - FIRE LANE SIGN NO PARKING - FIRE LANE SIGN NO PARKING - FIRE LANE SIGN PROPOSED 18" INFLOW VERTICAL CURB & GUTTER PROPOSED TRANSFORMER PROPOSED TRANSFORMER PROPOSED TRANSFORMER NO PARKING - FIRE LANE SIGN NO PARKING - FIRE LANE SIGN NO PARKING - FIRE LANE SIGN 9' 17' PV1 PAVING PLAN A. Reese B. Ruch 1"=30' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: EASEMENTS 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER RECOMMENDATIONS. 4. EXTRA CARE SHOULD BE TAKEN TO PREVENT THE STORAGE OF SOILS OR OTHER MATERIALS DIRECTLY ON OR ADJACENT TO THE PAVER SURFACE. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 7. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 8. ALL PRIVATE CONCRETE PAVING SHALL HAVE THICKENED EDGE AROUND PERIMETER. 9. WHEEL-STOPS TO BE PROVIDED FOR ALL HEAD-IN PARKING STALLS. 10. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PRIVATE ASPHALT PAVING PROPOSED VERTICAL CURB & GUTTER PRIVATE CONCRETE FLATWORK PROPERTY BOUNDARY PRIVATE CONCRETE PAVING PROPOSED LOT LINE PROPOSED EDGE OF PAVEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ASPHALT PATCH PUBLIC CONCRETE FLATWORK NOTES: SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SABER CAT DRIVE ZIEGLER ROAD COUNTY FAIR LANE ALLEY EXISTING 72' ROW EXISTING 60' ROW EXISTING 84' ROW EXISTING TREE TO REMAIN EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED (TYP.) EXISTING BUILDING FOUNDATION TO BE REMOVED EXISTING BUILDING FOUNDATION TO BE REMOVED EXISTING BUILDING FOUNDATION TO BE REMOVED EXISTING OVERHEAD UTILITY TO BE REMOVED PROPOSED SAWCUT PAVEMENT REMOVAL AREA PAVEMENT REMOVAL AREA PROPOSED SAWCUT EXISTING 10" SANITARY SEWER EXISTING 12" SANITARY SEWER EXISTING 30' SANITARY SEWER EASEMENT EXISTING CONCRETE PAN TO BE REMOVED EXISTING FENCE & GATE TO BE REMOVED EXISTING 24" RCP STORM DRAIN EXISTING FH EXISTING STRIPING (TYP.) EXISTING 12" WATER EXISTING 8" WATER EXISTING 15" RCP STORM DRAIN EXISTING FH TO BE RELOCATED EXISTING PAVEMENT TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED EXISTING TELEPHONE PEDESTAL TO BE RELOCATED EXISTING TREE TO BE REMOVED (TYP.) EXISTING SANITARY SEWER MANHOLE PROPOSED SAWCUT PAVEMENT REMOVAL AREA EXISTING OVERHEAD UTILITY TO BE BURIED EXISTING 53'  -  / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMAIN EXISTING 51' ROW EXISTING 30'  -  EXISTING 4.5' SIDEWALK EXISTING 4.5' SIDEWALK EXISTING SIDEWALK N:1430506.58 E:3134300.93 N:1429805.43 E:3134322.52 N:1429851.17 E:3134062.08 N:1430505.39 E:3134041.93 OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500 BROOMFIELD, CO 80021 OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS HARVEST PARK SUBDIVISION OWNER: RUFF RONALD C AKA RON RUFF ERIN ELIZABETH DYNASTY TRUST 5117 ZIEGLER RD FORT COLLINS, CO OWNER: BRANDT OLIVER/ALEXANDRA ADDRESS:5356 CORNERSTONE DR FORT COLLINS, CO OWNER: MARGISON ROBERT/KRISTI ADDRESS: 5362 CORNERSTONE DR FORT COLLINS, CO OWNER:HARVEST MASTER HOA ASSOCIATION EXISTING WETLANDS LIMIT McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY McCLELLAND CHANNEL FLOODPLAIN/FLOODWAY BOUNDARY EXISTING WATER LINE EASEMENT PROPOSED SAWCUT EXISTING MAILBOX TO BE REMOVED EXISTING WATER METER TO BE REMOVED EXISTING WATER SERVICE TO BE REMOVED PER FCLWD STANDARDS EXISTING TREE TO REMAIN EX1 DEMOLITION PLAN EXSTING CONDITIONS & A. Reese B. Ruch 1"=30' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: EXISTING STORM SEWER EXISTING VALVE EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: KING SURVEYORS, INC. PROJECT NO. 2011568 DATE: DECEMBER 20, 2011 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 H Y EXISTING TREES (TO BE REMOVED OR RELOCATED) EXISTING PAVEMENT TO BE REMOVED TREE PROTECTION 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. 7. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION. 8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 S O W VAULT ELEC EXISTING WETLAND 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. SUBSURFACE EXPLORATION BY: EARTH ENGINEERING CONSULTANTS, INC. GEOTECHNICAL EXPLORATION EEPORT 5305 ZIEGLER ROAD – SOUTH/LOT 2 FORT COLLINS, COLORADO EEC PROJECT NO. 1122052 EARTH ENGINEERING CONSULTANTS, INC. GEOTECHNICAL EXPLORATION EEPORT 5305 ZIEGLER ROAD – NORTH/LOT 1 FORT COLLINS, COLORADO EEC PROJECT NO. 1122052A NOTES: EXISTING FLOODPLAIN BOUNDARY COLORADO Know what'sbelow. Call before you dig. R A. 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 City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Drainage Report for The Park at Fossil Ridge, dated February 15, 2017 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88 City of Fort Collins Benchmark 3-02 Northeast corner of the intersection of Kechter Road and Ziegler Road on the Northwest corner of a control gate to an irrigation structure. Elevation = 4918.60 City of Fort Collins Benchmark 17-01 West side of Ziegler Road approx .5 miles South of Harmony Road, 300 feet North of Rock Creek Drive, on the Southeast corner of a 6 x 6 area inlet. Elevation = 4922.66 Please Note: This plan set is using NAVD 88 for a vertical datum. Surrounding developments have used NGVD 29 Unadjusted for their vertical datums. If NGVD 29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD 29 Unadjusted = NAVD 88 - 3.19' Basis of Bearing 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. For additional information see separate Storm Water Management Plan for The Park at Fossil Ridge, dated February 15, 2017 . B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Drainage Report for The Park at Fossil Ridge, dated February 15, 2017 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterlines shall be C900, DR 18 PVC pipe with a minimum 12 gage insulated tracer wire. 2. The size, type and location of all known underground utilities are approximate when shown on these drawings. It shall be the responsibility of the contractor to verify the existence of all underground utilities in the area of the work. Before commencing new construction, the contractor shall be responsible for locating all underground utilities and shall be responsible for all unknown underground utilities. 3. Water service provided by Fort Collins-Loveland Water District. Sanitary service provided by South Fort Collins Sanitation District. 4. Utility services are shown in a schematic fashion only. Exact locations shall be per the requirements of the respective utility providers, and are subject to change in the field. 5. All water fittings and valves are only graphically represented and are not to scale. 6. Minimum depth of cover over water mains shall be 5.0'. maximum cover shall be 6.0'. 7. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer mains, water mains and services. 8. 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 bicycle or vehicle wheel paths. 9. All connections to existing manholes shall be core drilled according to the South Fort Collins Sanitation District standard construction specifications. The Basis of Bearings is the East line of the Southeast Quarter of Section 5, T6N, R68W, as bearing South 01° 45' 51" East being a grid bearing of the Colorado State Plane Coordinate System, North Zone, North American Datum 1983/92). ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CONTACT INFORMATION SHEET INDEX CS1 CS2 FINAL UTILITY PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power------- Todd Vedder (970) 224-6152 CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink----------------------------------- William Johnson (970) 377-6401 WATER------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104 WASTEWATER--South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities---------------- Wes Lamarque (970) 416-2418 PROJECT LOCATION THE PARK TOWNHOMES AT FOSSIL RIDGE A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DEVELOPER/APPLICANT PROJECT TEAM: SITE ENGINEER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SURVEYOR Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT 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 ARCHITECT Russell Baker Manhattan Land Company, LLC 772 Whalers Way, Suite 200 Fort Collins, CO 80525 (970) 267-7721 Rentfrow Design, LLC Jon Rentfrow 205 Allen Street Fort Collins, CO 80525 970-412-3400 PROJECT DATUM: NAVD 88 City of Fort Collins Benchmark 3-02 Northeast corner of the intersection of Kechter Road and Ziegler Road on the Northwest corner of a control gate to an irrigation structure. Elevation = 4918.60 City of Fort Collins Benchmark 17-01 West side of Ziegler Road approx .5 miles South of Harmony Road, 300 feet North of Rock Creek Drive, on the Southeast corner of a 6 x 6 area inlet. Elevation = 4922.66 Please Note: This plan set is using NAVD 88 for a vertical datum. Surrounding developments have used NGVD 29 Unadjusted for their vertical datums. If NGVD 29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD 29 Unadjusted = NAVD 88 - 3.19' Basis of Bearing The Basis of Bearings is the East line of the Southeast Quarter of Section 5, T6N, R68W, as bearing South 01° 45' 51" East (being a grid bearing of the Colorado State Plane Coordinate System, North Zone, North American Datum 1983/92). The Birdsall Group, LLC Jim Birdsall 444 Mountain Avenue Berthoud, CO 80513 (970) 532-5891 GEOTECHNICAL ENGINEER Earth Engineering Consultants, Inc. Geotechnical Exploration Eeport 5305 Ziegler Road – South/Lot 2 Fort Collins, Colorado EEC Project No. 1122052 SUBSURFACE EXPLORATION BY: No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Feb. 15, 2017 PROJECT: 1124-002 Sheet of 32 Sheets THE PARK TOWNHOMES AT FOSSIL RIDGE 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 02/15/17 301 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 EX1 EXISTING CONDITIONS & DEMOLITION PLAN GENERAL & CONSTRUCTION NOTES COVER SHEET PV1 PAVING PLAN U1-U2 UTILITY PLAN G1-G6 GRADING PLAN R1 COUNTY FAIR LANE PLAN & PROFILE 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 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 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Chris J. Matkins, General Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT SS1 SANITARY SEWER LINES A & B PLAN & PROFILE R3 COUNTY FAIR LANE STRIPING PLAN INT1 INTERSECTION DETAIL Earth Engineering Consultants, Inc. Geotechnical Exploration Eeport 5305 Ziegler Road – North/Lot 1 Fort Collins, Colorado EEC Project No. 1122052A D1-D2 UTILITY DETAILS D3-D4 SITE DETAILS D5-D7 DRAINAGE DETAILS ER1 EROSION CONTROL PLAN ER2 EROSION CONTROL DETAILS DR1 DRAINAGE EXHIBIT ORIGINAL TOPOGRAPHY King Surveyors, Inc. 650 East Garden Drive Windsor, CO 80550 (970) 686-5011 Earth Engineering Company, Inc. Lester Litton, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 TYPICAL SECTION ST1 STORM DRAINS A & A4 PLAN & PROFILE XS1 COUNTY FAIR LANE CROSS-SECTIONS SG1 SUBGRADE PLAN R2 ZIEGLER ROAD PLAN & PROFILE R4 ZIEGLER ROAD STRIPING PLAN XS2 ZIEGLER ROAD CROSS-SECTIONS 30' FLOWLINE TO FLOWLINE & DETACHED SIDEWALK RESIDENTIAL LOCAL (COUNTY FAIR LANE)