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Home My WebLink AboutBROOKFIELD SECOND FILING, TRACTS D & E - PDP/FDP - FDP150025 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSROCK CREEK DR. PRECISION DR. LADY MOON DR. E. HARMONY RD. KECHTER RD. CINQUEFOIL LN. FOX MEADOWS BASIN McCLELLANDS BASIN CACHE LE POUDRE BASIN McCLELLANDS BASIN FOSSIL RIDGE HIGH SCHOOL I-25 STRAUSS CABIN RD. ZIEGLER RD. 51' ROW 9' UTIL. ESMT. 4.5' WALK 9' UTIL. ESMT. 4.5' WALK 30' FLOWLINE TO FLOWLINE VERTICAL CURB, GUTTER & 4.5' DETACHED SIDEWALK RESIDENTIAL LOCAL STREET SECTION NTS 7' PARKING LANE 7' PARKING LANE 16' TRAVEL LANE 6' PKWY 30' - 30' {}-{} 6' PKWY 30" VERTICAL CURB & GUTTER 30" VERTICAL CURB & GUTTER 20' EOP-EOP 20' EDGE OF PAVEMENT - EDGE OF PAVEMENT 20' PRIVATE DRIVE NTS 1.0% SLOPE (MIN.) 1.0% SLOPE (MIN.) CONCRETE / PAVERS SEE PAVING PLAN SHEET PV1 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . 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 CS2 CONSTRUCTION NOTES GENERAL AND SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 8" W 8" W 8" W 8" W 8" W 8" W G G E E E E E E E E 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV S S �2� �2� �2� �2� �� 2� � X X X X X X X X X X X � 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W � � � �� W �� 8" W 8" W 8" W NORTHERN LIGHTS DRIVE LE FEVER DRIVE BLDG 9 BLDG 8 BLDG 11 BLDG 36 BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 TRACT A BLDG 10 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) N:106153.56 E:215001.94 N:106320.67 E:214895.05 N:106319.65 E:215008.93 N:106319.51 E:215023.88 N:106318.48 E:215137.75 N:106142.70 E:214995.68 N:106292.37 E:215007.32 N:106293.40 E:214893.45 N:106187.10 E:215216.16 N:106268.82 E:215050.74 N:106241.86 E:215049.09 N:106194.87 E:215047.95 N:106147.86 E:215047.81 N:106114.18 E:215046.99 N:106087.21 E:215045.33 N:106103.95 E:215118.79 BROOKFIELD DRIVE PRECISION DRIVE BLDG 12 BLDG 13 BLDG 37 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 BLDG 14 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) N:105955.61 E:214885.86 N:105952.84 E:214999.71 N:105928.78 E:214884.57 N:105926.02 E:214998.42 N:105925.66 E:215013.72 N:105922.90 E:215127.57 N:106018.54 E:215201.92 N:105946.32 E:215208.65 N:106063.09 E:215213.14 N:106087.21 E:215045.33 N:106040.22 E:215044.19 N:105973.22 E:215043.57 N:105979.95 E:215115.78 E:215118.79 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4.5' WALK 4.5' WALK FUTURE 4.5' WALK 4.5' WALK N:105938.67 E:215026.72 N:105935.96 E:215138.57 4.5' WALK 4.5' WALK N:106058.13 E:214936.19 TRACT B FOSSIL CREEK RESERVOIR INLET DITCH OWNER: CHANDLER, J THOMAS N:106225.72 E:215347.99 N:106297.94 E:215341.26 N:106210.53 E:215355.46 10' TRAIL (BY OTHERS) 10' TRAIL (BY OTHERS) OWNER: CHANDLER, J THOMAS END TRAIL N:106430.82 E:215319.55 24' DE, UE, AE & EAE 20' EOC-EOC P2 P2 N:106177.26 E:215373.82 N:106265.21 E:215358.28 RETAINING WALL (TYP.) RETAINING WALL (TYP.) RETAINING WALL (TYP.) N:106344.90 E:215394.07 N:106197.51 E:215424.06 23' 23' 8' 8' 20' EOC-EOC N:106225.38 E:215320.98 TRACT B 4' WALK N:105943.31 E:215332.65 N:106015.12 E:215342.88 N:105940.16 E:215368.15 N:106016.77 E:215315.91 BROOKFIELD DRIVE NORTHERN LIGHTS DRIVE LE FEVER DRIVE PRECISION DRIVE BLDG 9 BLDG 8 BLDG 11 BLDG 12 BLDG 13 BLDG 37 BLDG 36 BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 TRACT A TRACT B BLDG 10 BLDG 14 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) � � � � � W 1 1 1 1 GAS W COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK BLDG 9 BLDG 8 BLDG 11 BLDG 12 BLDG 13 BLDG 37 BLDG 36 BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED UD UD UD UD UD UD UD UD RIBBON CURB AREA INLET A7 INV. IN=4893.97 (W) INV. IN=4896.50 (S) INV. OUT=4893.87 (E) FG=4898.66 PERMEABLE PAVER PARKING AREA 79.33 LF 6" SLOTTED PVC @ 1.12% 90� BEND w/ C/O INV. IN=4896.56 (W) INV. OUT=4896.56 (N) 99.57 99.90 99.01 98.72 97.70 SUB 98.07 SUB 97.18 SUB 96.88 SUB 96.89 SUB 5.81 LF 6" PVC @ 1.12% 97.65 SUB 1.8% 1.8% 1.0% 1.1% C/O INV. OUT=4897.45 (E) UD UD UD UD UD UD UD UD UD UD UD UD UD UD RIBBON CURB AREA INLET A2-3 INV. IN=4895.98 (W) INV. OUT=4893.45 (E) FG=4898.07 AREA INLET A2-1 INV. IN=4891.86 (W) INV. IN=4894.56 (N) INV. OUT=4891.78 (E) FG=4896.65 PERMEABLE PAVER PARKING AREA MH A2-2 INV. IN=4892.82 (W) INV. IN=4892.82 (N) INV. OUT=4892.62 (E) FG=4897.89 69.46 LF 6" SLOTTED PVC @ 0.90% 79.29 LF 6" SLOTTED PVC @ 1.04% 90� BEND w/ C/O COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK BLDG 9 BLDG 8 BLDG 11 BLDG 12 BLDG 13 BLDG 37 BLDG 36 BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK SS 8" W 8" W 8" W 8" W 15" SS 15" SS 15" SS 8" W 8" W E E 12" SS 12" SS 12" SS CTV CTV CTV CTV S �2� X BLDG 8 BLDG 37 BLDG 36 BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK ENTRY COVERED DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK ENTRY COVERED DECK SS 8" W 8" W 8" W 8" W 15" SS 8" W 12" SS 12" SS 12" SS 12" SS BLDG 36 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 COVERED ENTRY DECK (TYP.) GARAGE (TYP.) S S W S W S NORTHERN LIGHTS DRIVE EXISTING STORM DRAIN CONNECT TO EXISTING 6' MH STORM DRAIN A3 SEE SHEET ST3 STORM DRAIN A4 SEE THIS SHEET 137.88 LF 24" RCP @ 0.60% MH A2 STA 11+48.94 N: 105935.10 E: 215174.05 102.09 LF 24" RCP @ 0.60% MH A3 STA 12+51.03 N: 106037.16 E: 215176.53 177.67 LF 18" RCP @ 0.60% MH A4 STA 14+28.70 N: 106214.77 E: 215180.84 51' ROW 30' FL-FL 4880 4885 4890 COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY DECK BLDG 12 BLDG 13 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 DECK DECK DECK DECK DECK DECK BLDG 14 GARAGE (TYP.) GARAGE (TYP.) UD STORM DRAIN A2 SEE THIS SHEET 90.00 LF 18" HDPE @ 0.40% AREA INLET A2-2.1 STA 10+90.00 N: 106028.64 E: 215028.91 MH A2-2 STA 10+00.00 N: 105938.67 E: 215026.72 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 13+00 12+00 11+00 10+00 9+50 47.21 LF 30"x19" ELLIPTICAL HDPE @ 0.74% 82.78 LF 15" HDPE @ 0.76% 100.17 LF 24" HDPE @ 0.76% STA.=10+10.00 INV.= 4887.22 8" PVC SANITARY CTV BLDG 35 GARAGE (TYP.) S W STORM DRAIN A-5 SEE THIS SHEET STORM DRAIN A-5 SEE SHEET ST1 12'' DRAIN BASIN A5-1 STA 10+58.58 N: 106328.29 E: 215236.33 5.05 LF 4" PVC @ 46.88% 22.5� BEND STA 10+56.65 N: 106331.73 E: 215232.64 35.53 LF 4" SLOTTED PVC @ 0.42% C|O A-5-1-2 STA 10+64.58 N: 106366.54 E: 215225.52 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 11+00 10+00 9+25 35.53 LF 4" SLOTTED PVC @ 0.42% 5.05 LF 4" PVC @ 46.88% EXISTING GROUND PROPOSED GRADE C|O A-5-1-2 STA 10+64.58 RIM 4897.4� INV. OUT 4895.31 (S) 22.5� BEND STA 10+56.65 BROOKFIELD DRIVE NORTHERN LIGHTS DRIVE LE FEVER DRIVE UD UD UD UD � � � �.�. TRACT E BLDG 9 BLDG 8 BLDG 11 BLDG 36 GAR GAR LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 TRACT A 24.8% 35.2% 23.0% 25.0% 2.1% 9.0% 7.3% 7.6% 11.7% 7.9% 12.4% 17.4% 24.7% 12.3% 4.3% 17.4% 14.4% 13.9% 15.6% 11.4% 16.3% 10.4% 10.6% 10.5% 13.9% 16.8% 12.8% 25.4% 9.6% 15.3% 19.9% 14.7% 13.2% 13.6% 16.4% 15.0% 8.6% 5.0% PRECISION DRIVE UD UD UD UD UD UD UD TELE VAULT ELEC VAULT ELEC ELEC � � � � � � �.�. BROOKFIELD DRIVE BLDG 12 BLDG 13 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 13.2% 10.9% 10.7% 24.3% 11.4% 15.6% 3.8% 21.1% 16.7% 3.4% 16.7% 18.5% 23.7% 23.5% 29.5% 31.5% 10.2% 13.8% 13.0% 20.9% 1.7% 2.1% 15.3% 17.8% 24.6% 20.1% 2.0% 2.0% 3.7% 2.0% 2.0% 4.0% 3.2% 2.0% 0.8% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% OWNER: CHANDLER, J THOMAS BLDG 35 35.2% 16.0% 29.5% 23.7% 33.2% 35.0% 27.0% 28.5% 36.3% 32.8% 32.9% 35.3% 33.4% 31.9% 34.7% 28.1% 22.6% 23.6% 28.6% 0.5% 0.7% 0.5% 4.5% 4.5% 4.5% 2.0% 2.0% 3.0% 2.4% 2.0% 4.9% 2.0% 1.9% 3.5% 4.1% 5.0% 5.0% 97.44 97.99 97.26 ELEV=97.35 99.06 90.12 89.73 87.65 83.52 81.30 80.09 97.83 99.49 99.49 98.36 82.86 82.52 78.88 82.16 79.16 78.00 NORTHERN LIGHTS DRIVE UD UD UD UD UD UD BLDG 37 BLDG 36 TRACT B 33.4% 31.9% 31.9% 28.6% 22.0% 31.8% 17.7% 31.8% 17.1% 21.6% 32.2% 25.9% 15.3% 17.8% 1.3% 2.3% 12.8% 11.8% 20.4% 24.6% 20.1% 17.4% 0.6% 0.6% 3.0% 2.0% 2.0% 2.0% 4.0% 2.0% 2.7% 4.5% 2.0% 4.5% 2.0% 4.2% 2.0% 2.0% 3.3% 2.0% 2.0% 3.1% 2.0% 0.5% 0.5% 0.5% 0.7% 0.7% 0.5% 4.5% 4.5% 4.5% 1.2% 1.2% BROOKFIELD DRIVE � � � � � COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK BLDG 9 BLDG 11 BLDG 12 BLDG 13 C OVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK COVERED ENTRY COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK TRACT A BLDG 10 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) UD BROOKFIELD DRIVE PRECISION DRIVE TRACT F PLAT OF BROOKFIELD LE FEVER DRIVE (SEE SHEET R2) VERTICAL C&G 51' ROW OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 21+36 21+00 20+00 19+00 18+00 21+21+04 00 20+00 19+00 18+00 EP: 21+04.38 21+21+04 00 20+00 19+00 18+00 EP: 21+04.38 FUTURE 30' FL-FL FUTURE 51' ROW 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 21+50 21+00 20+00 19+00 18+00 17+50 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 20+50 20+00 19+00 18+00 17+50 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 20+50 20+00 19+00 18+00 17+50 4899.83 4899.16 4897.77 4896.08 4899.99 4899.67 4899.51 4899.35 4898.90 4898.58 4898.19 4897.35 4896.92 12" SS 12" SS E/FO/CTV E/FO/CTV E E E/CTV BLDG 9 BLDG 8 COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY DECK DECK DECK GARAGE (TYP.) GARAGE (TYP.) STA. = 16+00.56 (BROOKFIELD DRIVE) STA. = 7+09.94 (LE FEVER DRIVE) BROOKFIELD DRIVE (SEE SHEET R1) FUTURE BROOKFIELD DRIVE (SEE SHEET R2) FUTURE LE FEVER DRIVE -0+12 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 BP: -0+12.49 PC: 9+79.40 PT: 10+26.98 -0+14 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 BP: -0+13.88 PC: 8+93.93 TRACT F PLAT OF BROOKFIELD OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 30' FL-FL 51' ROW VERTICAL C&G VERTICAL C&G STA.=6+74.40 STA.=7+44.41 BLDG 8 BLDG 37 BLDG 36 BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK BLDG 14 GARAGE GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) UD UD UD UD UD UD NORTHERN LIGHTS DRIVE MORNINGSIDE VILLAGE CONDOS OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EP: 16+41.66 PC: 9+79.40 PT: 10+26.98 � � � X X X � � � � � � � � � � �.�. � � �.�. � � �.�. �.�. �.�. VAULT CABLE CTV CTV CTV UD UD UD UD UD 12" W 12" W 12" W 12" W 12" W 12" W 12" W CINQUEFOIL LANE NORTHERN LIGHTS DRIVE PRECISION DRIVE STEELHEAD STREET 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT BROOKFIELD DRIVE GM EM EM GM EM EM 12" W 12" W 12" SS 12" SS E E/FO/CTV E/FO/CTV G G G UD UD UD UD UD UD UD UD 20' DRAINAGE EASEMENT � � W COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK BLDG 9 BLDG 8 BLDG 11 BLDG 12 BLDG 13 BLDG 37 BLDG 36 BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R EC2 EROSION CONTROL DETAILS N.A. B. Ruch NTS NOT TO SCALE 000 EC2 SWALE WATTLE DIKE 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 1' 2' TYP. 1' 1' WATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R EC3 EROSION CONTROL DETAILS N.A. B. Ruch NTS INLET PROTECTION - AREA INLET IN SUMP Urban Drainage and Figure C5-21 Flood Control District Drainage Criteria Manual (V.3) AREA INLET - PLAN SECTION A ROCK FILTER JOINT DETAIL INLET PROTECTION CONTINUED 1-1/2" CRUSHED ROCK ENCLOSED IN WIRE MESH FILTERED RUNOFF AREA INLET 10' MIN. 2" IN SOIL 0" ON PAVEMENT 12" 12" No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R D1 UTILITY DETAILS N.A. B. Ruch NTS NOT TO SCALE 100 D1 TRENCH AND BEDDING TYPICAL NOT TO SCALE 101 D1 STANDARD MANHOLE NOT TO SCALE 102 D1 SERVICE WYE DETAIL NOT TO SCALE 103 D1 SANITARY SEWER CLEAN OUT SERVICE CLEANOUT REQUIREMENTS No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R D2 UTILITY DETAILS N.A. B. Ruch NTS NOT TO SCALE 200 D2 TRENCH AND BEDDING TYPICAL 201 TYPICAL CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION D2 202 D2 All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of unless otherwise approved by the Utility. No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R D3 UTILITY DETAILS N.A. B. Ruch NTS 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R D4 DRAINAGE DETAILS N.A. B. Ruch NTS NOT TO SCALE 400 D4 STORMWATER BEDDING REQUIREMENTS CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� D5 DRAINAGE DETAILS N.A. B. Ruch NTS 31 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 DESCRIPTION DRAWING NUMBER DATE SCALE No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R D6 SITE DETAILS N.A. B. Ruch NTS NOT TO SCALE 605 D6 INTERLOCKING CONCRETE PAVERS NOT TO SCALE 603 D6 PEDESTRIAN RAMP DETAIL NOT TO SCALE 604 D6 TRUNCATED DOME WARNING FOR ACCESS RAMPS F Curb Flare Varies Curb No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� 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 K�� '� ��. C�� . R D7 SITE DETAILS N.A. B. Ruch NTS NOT TO SCALE 708 D7 PRIVATE CONCRETE CROSSPAN 72" 2" 6" SCALE: ACCESS RAMPS N.T.S. A 6' A 5' 12:1 (MAX) (MIN) 6' (MIN) MID-BLOCK LOCATION 12:1 (MAX) SECTION A-A NOTES: DETECTABLE WARNING SURFACE SHALL BE A CONTRAST COLOR AND CONSTRUCTED OF CAST IRON. 2% BACK OF RAMP 6" (MIN) 6" FLOWLINE 2% SLOPE CONCRETE PEDESTRIAN CURB 6" MIN VARIES 2' x 5' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB 2' x 5' DETECTABLE WARNING SURFACE 6" SIDEWALK CURB GUTTER (MAX) 2% 1" RADIUS 1/4" RADIUS 6" NOT TO SCALE 707 STANDARD ACCESS RAMPS D7 FULL HEIGHT CONCRETE PEDESTRIAN CURB DETECTABLE WARNING SURFACE 12:1 (MAX) 2' x 6' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB OR 1.5' FLARE SIDEWALK CURB GUTTER (MAX) 2% 6' (MAX) 2% SIDEWALK CURB GUTTER (MAX) 12:1 (MAX) 12:1 2% (MAX) 5' 12:1 2' x 5' DETECTABLE WARNING SURFACE SIDEWALK CURB GUTTER 6' (MIN) (MAX) 12:1 CONCRETE SAFETY GROOVING (MAX) 12:1 SIDEWALK 2% (MAX) 2% (MAX) 2% (MAX) 6' (MIN) D B C NOT TO SCALE 704 DIRECTIONAL ACCESS RAMPS (FLARE OPTION) D7 NOT TO SCALE 701 BI-DIRECTIONAL ACCESS RAMPS D7 NOT TO SCALE 702 CORNER APPROACH ACCESS RAMP D7 R1' TAPER TO SIDEWALK ELEVATION TAPER TO SIDEWALK ELEVATION TAPER TO SIDEWALK ELEVATION (MAX) 2% (MAX) 2% (MAX) S 12:1 (MAX) 12:1 (MAX) SIDEWALK CURB GUTTER 5' 6' (MAX) 2% (MAX) 2% F NOT TO SCALE 705 CORNER FLARE ACCESS RAMP D7 FULL HEIGHT CURB (MAX) 2% DETECTABLE WARNING SURFACE 33 NOT TO SCALE 706 PEDESTRIAN RAMP DETAIL D7 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. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 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 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER 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. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL REVISION NO: 1 DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1606 URBAN AREA LARIMER COUNTY PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) CONSTRUCTION 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection 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 Slope 1:12 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish (min.) 6' 1:25 (max.) Slope (max.) A A 4' (max) (Radius varies) (typ.) back of walk Transition 2 Broom finish Walk Gutter Curb (min.) 6' (min.) or same width as the widest walk 6' (max.) walk, if needed. ground behind the Curb to retain Warning Detection Truncated Dome curb 0" curb 6" curb 0" curb 6" NOT TO SCALE 703 CORNER LOCATION ACCESS RAMP D7 A PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE P 2' CONCRETE PAN 6" 6" 24" 1" NOTE FOR CONCRETE PAN: 1. PROVIDE CONTRACTION JOINT EVERY TEN (10) FEET. 6" 6"12" 1/2" 1' CONCRETE PAN 6' CONCRETE PAN 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. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. 2' Y 1:12 1:48 (max.) Driveway Gutter Sidewalk Parkway Sidewalk ROW Flare Optional Expansion Joint TYPE III DETACHED WALK TYPE IV ATTACHED WALK See Note 4 See Note 3 6' (min.) 1:12 See Note 3 See Note 4 See Note 5 Ramp if walk continues on private property. Curb to retain Landscape if Necessary If Concrete Driveway Detached Curb 1:48 (max.) 1:12 t 1/4" PER FT. N.T.S. SECTIONS A-A & B-B 1:12 (max.) A A 1:48 SLOPE WALK B B 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: * * ** * High volume driveways (Type III or IV) allowed for 350 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. or greater trip ends/day. ** * DRIVEWAY WIDTHS LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 707 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV) (FC Only)   1:12 Max Max See Note 6 See Note 6 1:48 NOT TO SCALE 700 PREFABRICATED WHEEL STOP D7 6" 6" 6'-0" 2-1"%%C HOLES 7" 4-1/2" SECTION NOTE: 1. WHEEL STOPS SHALL BE PREFABRICATED UTILIZING GRAY CONCRETE. 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with 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' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. 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 Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1607 URBAN AREA LARIMER COUNTY TRUNCATED DOME WARNING FOR ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1606(a) URBAN AREA LARIMER COUNTY RESIDENTIAL LOCAL STREET ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY Area to be landscaped Conc. Sidewalk N��: 1. S�� . 2. T�� : I�� . T�� "C�� I� T�� W�� P��" �� C�� E��, �� . T�� , �� . S�� . 3. E�� . 4. R�� 1606 �� L�� C�� . 5. C�� . P L 0.5' 6.0' 4.5' Trucated Dome Warning Panel Section A-A NTS 0.5' Gutter 1:20 Slope 1:12 MAX Slope Varies panels: R20.0' R15.0' 12.0' 4.5' Full height Curb 12.0' PLAN VIEW NTS PT Curb 4.5' A 0" Curb Ramp Area Landscaped Flare Gutter 1-2'x2' 1-2'x2.5' Ramp Ramp R19.5' PL A Conc. Sidewalk PL Conc. Flare Flowline 0.5' 4.5' 6.0' Detection Plan Locations Truncated Dome Warning Truncated dome 1.5' 1.5' 6" Curb 0" Curb 6" Curb Flare 2'-0" 4'-6" 2'-6" 2'-0" Curb Curb or Apron Flow line Curb and Gutter 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Flare & Back of Walk PT of Walk Truncated dome warning detection PT of curb return BOC- Back of curb - Property Line PT - Point of Tangency P L LEGEND: Varies 6" Panels Panels N OT TO SCALE 602 D6 SIDEWALK DETAIL 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 NOT TO SCALE 601 D6 STANDARD SIDEWALK Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material � � 2. For driveway design requirements, see��. ��. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial NOT TO SCALE 606 TRENCH DETAIL D6 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 600 D6 SIGN POST 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" 32 NOT TO SCALE 608 D6 PRIVATE RIBBON CURB 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" NOT TO SCALE 607 D6 PRIVATE 1' VERTICAL CURB & GUTTER R2" R1 1/2" R2" R1 1/2" 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 OUTFALL INFALL 1 2" 6" 4000 PSI CONCRETE {NOTE: }1.EDGE RESTRAINT SHALL SIT UPON PERMEABLE PAVER BASE SECTION AT PAVERS SLOPE PER ADJACENT GRADE No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� SOLIDS SETTLE ON BOTTOM ANTI-SIPHON DEVICE OIL- DEBRIS HOOD SPECIFICATION AND INSTALLATION (TYPICAL) 09/08/00 NONE OUTLET PIPE SNOUT OIL-DEBRIS HOOD HOOD SPECIFICATION FOR CATCH BASINS AND WATER QUALITY STRUCTURES MOUNTING FLANGE 1" PVC ANTI-SIPHON PIPE ADAPTER REMOVABLE WATERTIGHT ACCESS PORT, 6"-10" OPENING OUTLET PIPE (HIDDEN) CONFIGURATION DETAIL TYPICAL INSTALLATION FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) MOUNTING FLANGE DETAIL B GASKET COMPRESSED BETWEEN HOOD AND STRUCTURE (SEE DETAIL B) INSTALLATION NOTE: POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. MINUMUM DISTANCE FOR PIPES < 12" I.D. IS 6". STAINLESS BOLT ANCHOR SHIELD EXPANSION CONE (NARROW END OUT) DRILLED HOLE DETAIL A ANCHOR W/ BOLT (SEE DETAIL A) 1/2 D INSTALLATION DETAIL NOTES: 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. LYME, CT 06371 (860) 434-0277, (860) 434-3195 FAX TOLL FREE: (800) 504-8008 OR (888) 434-0277 WEB SITE: www.bmpinc.com OR PRE-APPROVED EQUAL 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT PIPE AND ELBOW AS DRAWN. (SEE CONFIGURATION DETAIL) 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION (SNOUT SIZE ALWAYS LARGER THAN PIPE SIZE). 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 12" ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE SHALL BE FINISHED FLUSH TO WALL. 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL) 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS OIL AND DEBRIS D FRONT VIEW SIDE VIEW SP-SN SNOUT OIL-WATER-DEBRIS SEPARATOR US Patent # 6126817 *NOTE-SUMP DEPTH OF 36"MIN.FOR < OR= 12" DIAM. OUTLET. FOR OUTLETS >OR= 15", DEPTH = 2.5-3X DIAM. SEE NOTE* SNOUT DETAIL NOT TO SCALE 506 D5 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 K�� '� ��. C�� . R IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. NOTES: %ISOMETRIC VIEW PLAN VIEW N.T.S. 4' 6" 6" 2' 6" N.T.S. 6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN 6" N.T.S. SECTION B-B 3' 6" 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 DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING 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 N.T.S. N.T.S. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. 3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES NOT TO SCALE 500 D5 2' SIDEWALK CHASE BACK OF CURB EXTEND WALK 6" ON BOTH SIDES OF WALK SIDEWALK (TYP.) 3' 6" VARIES VARIES 3'-3" OPENING PLAN 8'-6" 3'-3" 3"A A C B B C (TYP.) (TYP.) (TYP.) 3/8" BRASS SCREW 18"O.C. EDGE OF STREET 12" R SLOPE 12" R WITH COUNTERSUNK HEAD FLUSH WITH PLATE 5/8" GALV. SECTION A-A SECTION B-B VARIES 6" WITH COUNTERSUNK HEAD FLUSH 3/8" BRASS SCREW-18" O.C. ANCHOR 18" #3 REBAR 1" 6" 3"x2"x3/8" GALV. ANGLE 3'-0" 5/8" GALV. PLATE 2'-0" 1/4" WITH PLATE 3" 6" SLOPE PLATE TO 0.5% SLOPE (MIN.) VARIES DETAIL 1 2'-0" O.C. SEE DETAIL 1 2 1 2 1 VARIES, SEE 5/8" GALV. STEEL PLATE 3"x2"x3/8" GALV. ANGLE BACK OF EDGE OF STREET CURB SLOPE VARIES PLANS EXPANSION EXPANSION MATERIAL MATERIAL SECTION C-C DEPRESSED VARIES #4@12" O.C. #4@12" #4@12" GUTTER DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 1/28/09 D-10B METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK GENERAL NOTES: 1. SIDEWALK SHALL BE 6 IN. THICK. 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN. CLEAR. SECTION C-C #4@11" #5@18" #4@12" 11'-0" 1'-2 1/2" 12" 6" 4'-0" SECTION B-B DEPRESSED GUTTER SECTION A-A 2" 1 1/2" PIPE SPACER AND 4" 1" R 3"x3"x3/8" 1 1/4" DIA. x 14" GALV. STEEL ROD - THREADED 3 1/2" PLATE DETAIL 1 BACK OF #5@9" O.C. EXTEND WALK 6" ON BOTH SIDES OF WALK #4@11" O.C. SIDEWALK (TYP.) 3'-0" 6" VARIES VARIES 3'-6" 11'-0"' 4'-0" OPENING 12"' (TYP.) PLAN 3'-6" 6" A A B C C B #4@12" O.C. #5@9" #4@11" 0.5% SLOPE (MIN.) SEE DETAIL 1 VARIES VARIES 6" 8 6" 1/2" (TYP.) (TYP.) (TYP.) #5@18" O.C. VARIES BACK OF #4@12" O.C. 2" 1 1/4"LOCK NUT EDGE OF STREET EDGE OF STREET #4@12" O.C. 1 1/4" DIA. ROD (SEE DETAIL 1) 12" R 12" R SLOPE #4@12" #4@12" #4@12" CURB AT TOP CURB EXPANSION MATERIAL EXPANSION MATERIAL DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: TDC 1-20-09 D-12B CONCRETE SIDEWALK CULVERT FOR DETACHED SIDEWALK 502 D5 INLET SCHEDULE INLET SCHEDULE INLET ID TYPE A2-1 Type 13 Grated Inlet A2-3 Type 13 Grated Inlet A2-2.1 Type 13 Grated Inlet A3-1 Type 13 Grated Inlet A4-1 Type 13 Grated Inlet A6 Single Combo A7 Type 13 Grated Inlet A8 Type 13 Grated Inlet 503 D5 DIMENSIONS FOR SLOTTED PVC PIPE NOTES: 1. "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 2. SLOTTED PIPE MAY BE CONTECH A-2000 PERFORATED PIPE, IPGC OR SIMILAR APPROVED EQUIVALENT. 3. ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF THE ENGINEER. 120 90 60 A C D E B SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. NOT TO SCALE NOT TO SCALE 501 D5 4' SIDEWALK CULVERT SINGLE COMBINATION INLET NOT TO SCALE 507 D5 .31 � 7.85 �9.85 DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-019 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN DROP IN TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 3-5-00 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. 8-14-12 JJC 0801DI APPROX. DRAIN AREA = 19.30 SQ IN APPROX. WEIGHT = 5.80 LBS � �2012 NYLOPLAST DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. 16 X .50 1.25 8" DROP IN GRATE NOT TO SCALE 504 D5 NYLOPLAST DROP IN GRATES FIT INSIDE ADS N-12/HANCOR DUAL WALL, SDR 35 SEWER PVC , & SCH 40 DWV PVC PIPE � �2010 NYLOPLAST TOP SOIL RISER PIPE (CUT TO FIT) ADJUST TO 1.0' BELOW F.G. DROP IN GRATE (USE NYLOPLAST OR EQUAL) DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-017 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 6 IN - 24 IN DROP IN GRATE INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 5-4-00 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. 2-9-10 EBC 0601DI 0801DI 1001DI 1201DI 1501DI 1801DI 2401DI 90� BEND DROP IN GRATE INSTALLATION NOT TO SCALE 505 D5 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 NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 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 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 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 PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. 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 30 401 D4 NOT TO SCALE TYPE 13 GRATED INLET 8" 8" 8" 8" 8" D INV. ELEV OUT SHOWN ON PROFILE H (VARIES) PIPE BEDDING OUTLET PIPE IN SIDE OR END WALL H (VARIES) STD VALLEY GUTTER SECTION BICYCLE AND PEDESTRIAN %SECTION THRU LENGTH A-A %SECTION THRU WIDTH B-B 8" 8" 3" Y Y ALL DIMENSIONS ARE OUT-TO-OUT OF BAR. X 1' 1' X X 403 402 401 %BENDING DIAGRAM NOTES: CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST. CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIUMUM CLEARANCE. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3 FT. - 6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO CITY OF LOVELAND SPEC. 05500. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. ALL REINFORCING BARS SHALL BE NO. 4 BARS. DIMENSIONS FOR C.I.P. PRECAST WALLS & FLOOR THICKNESS ARE MINIMUM 6" STORM DRAIN MARKER TO BE PROVIDED BY THE CITY OF LOVELAND & INSTALLED PER DIRECTION OF THE CITY. INFORMATION FROM CDOT STANDARD PLAN M-604-13 IS REFERENCED IN THIS DETAIL. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 10" TO 14" 6" 401 @ EQUAL SPACING AT 9"� 403 @ 8" O.C. 403 @ 8" O.C. B B A A 4'-3 1/2" 4' ℄GUTTER TYPE 2 %PLAN OF TYPE 13 INLET FOR VALLEY GUTTER CAST GRATING (TYP.) Y SAFE GRATE AND FRAME BACK FILL WITH CLASS 67 GRANULAR MATERIAL HAND TAMPED IN 6" LIFTS. SLOPE FLOOR UNDISTURBED GROUND OR FIRM FOUNDATION MAT'L. 19 1 2" 35 1 2" 4'-0" 402 @ 8" O.C. 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: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� NOT TO SCALE 403 D4 STANDARD MANHOLE 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 60 IN. IN. DIAMETER 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 NOT TO SCALE 404 D4 SHALLOW MANHOLE WITH FLAT TOP DETAIL DRYWELL BASE TO STORM MANHOLE NOT TO SCALE 402 D4 Issue Date: File Name: PO Box 323, Wilsonville, Oregon 97070-0323 Tel: (503) 682-2844 Fax: (503) 682-2657 ��.��/�� 48" DRYWELL MANHOLE 020EMM48D-MH 48" DRYWELL MANHOLE 48" DRYWELL MANHOLE 2-18-2013 5'-0" 1'-6" OR 3'-0" 5" 2'-1" I.D. 5" 2'-11" O.D. 7" 4" 8" 7" 4'-10" O.D. 5" 2'-1" I.D. 2'-4" CAST IRON FRAMES AND COVERS ARE AVAILABLE IN A STANDARD 7" HEIGHT OR 3" SUBURBAN HEIGHT. (STANDARD 7" HEIGHT SHOWN) WEIGHT: (SEE PAGE 02c) FLAT TOP SLAB (OPTIONAL) WEIGHT: 1,525LBS 4" GRADE RING (SHOWN) 2", 4" & 6" AVAILABLE ECCENTRIC CONE (SHOWN) CONCENTRIC CONE (OPTIONAL) DRYWELL SECTION x 5'-0" PERFORATED WITH 14 COLUMNS OF 2 3/8"%%C HOLES, 8 HOLES IN EACH COLUMN (112 TOTAL). 4'-0" I.D. 4'-10" O.D. 5" 5" SECTION VIEW BASE UNIT (OPTIONAL) x 5'-0" WEIGHT: 6" 6 1/2" TYP. CITY OF VANCOUVER DRYWELL IS MANUFACTURED WITH PERFORATIONS ANGLED DOWNWARD TO THE OUTSIDE; ALL JOINTS ARE INVERTED. CLARK COUNTY DRYWELL IS MANUFACTURED WITH FOUR 6"%%C DRAINAGE HOLES IN THE BASE SLAB. BACKFILL WITH #2 ROCK TO TOP OF PERFORATED SECTION ADD STANDARD BARREL SECTIONS ABOVE PERFORATED BASE FOR STORM CONNECTIONS. BED ON MIN 1' COMPACTED #2 ROCK TOP #2 WITH GEOFABRIC WHERE INTERFACED WITH NATIVE MATERIALS NOT TO SCALE 405 CHANNELING DETAILS FOR MANHOLES D4 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 8. 7. 6. 5. 1. 3. 2. %GENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. NOT TO SCALE 11 300 2" & 2" METER SETTING D3 PLAN VIEW 48" DIA. BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %GENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 NOT TO SCALE 301 D3 NOT TO SCALE 302 CP TEST AND LOCATER STATION BOX D3 CP TEST STATION U S A {1 1/8"} 7/16" 3 1/2" 7 5/16" 2" 5/8" 5 3/4" A S U I E J W STATION LOCATOR LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 9" 6 1/8" 10" 7 9/16" 2 1/16" CLOSED PICKHOLE (TYPICAL OPPOSITE SIDE) 1/2" RAISED LETTERING (RECESSED FLUSH) REFERENCE SPECIFICATIONS 02622-2 THROUGH 02622-4 FOR LOCATOR FOR CP TEST STATION INFORMATION. REFERENCE SPECIFICATIONS 16640-5 STATION BOX INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 CP TEST AND LOCATOR STATION BOX 25 4/11/11 W J E I NOT TO SCALE 304 VALVE EXTENSION DETAIL D3 NOT TO SCALE 303 VALVE BOX ASSEMBLY D3 STREET STREET VALVE (TYPICAL) HYDRANT SECONDARY FIRE HYDRANT (TYPICAL) LOCATOR STATION PVC MAIN TRACER WIRE NOTES: 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN FOR LOCATOR STATION DETAILS SEE DETAIL 25 2. 3. 4. TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. SEE NOTE 4 (TYPICAL) INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 PVC WATER MAIN TRACER WIRE DETAIL 30 4/11/11 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 WATER MAIN SEAT VALVE RESILIENT CAST IRON VALVE BOX CAST IRON PER CITY OF FORT COLLINS AND AWWA SPECS. ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE TO BE TAR COATED BEFORE WRAPPED. THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS. VALVE BOX W\CAST IRON LID MARKED "WATER" ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT UNEXCAVATED A EARTH SECTION A-A ASPHALT A HAND BACKFILL IN 3" LAYERS AND TAMP OPERATING NUT BACKFILL IN 6" LAYERS AND TAMP 2" SQUARE OPEN RIGHT BACKFILL METHOD DEPENDING ON LOCATION 11 2" & 2" METER SETTING (PLAN VIEW) 29 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 horizontal separation of ten feet. past the meter pit. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. 9. 8. 4. 6. 7. 5. 3. 2. IN FACE OF CURB CUT 4 INCH CROSS PAVEMENT CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES 1 INCH SERVICES NOT TO SCALE 205 TYPICAL WATER SERVICE D2 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS NOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2 45 90 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. TEE TYPICAL BEND TYPICAL CROSS-SECTION DEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE NOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 28 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 WATER MAIN LOWERING NOT TO SCALE 203 D2 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 BLOCK (TYP.) GRAVITY 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.) REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN LOWERING 4A 4/11/11 WATERLINE LOWERING ELEVATIONS CROSSING 1 2 3 4 5 D STORM DRAIN A2 STA 10+20.00 4891.39 4889.80 4889.80 4896.39 4893.43 30"x19"3' 1 2 3 4 5 TRENCH BOTTOM REINFORCING BAR (SEE TABLE) RESTRAIN ALL FITTINGS AND JOINTS. VOLUMES SHOWN IN TABLE ARE BASED ON 150 P.S.I. INTERNAL STATIC PRESSURE. VALUES FOR ANY PRESSURE MAY BE OBTAINED BY MULTIPLYING TABULATED VALUES BY A CORRECTION FACTOR "F". "F" = (ANCHORS REQUIRED FOR FOR 150 VERTICAL P.S.I. PRESSURE)BEND GRAVITY . ACTUAL PRESSURE 150 GRAVITY ANCHOR DETAIL REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN LOWERING GRAVITY BLOCKS 4B 4/11/11 NOT TO SCALE 204 D2 WATER MAIN LOWERING GRAVITY BLOCKS WATER MAIN SIZE (INCHES) BENDS 45 22 1/2 6 8 10 16 14 12 4 CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME (FT. 3 ) (FT. 3 ) 15.9 35.3 62.4 8.6 19.1 33.8 4.4 9.7 17.2 95.4 136.4 184.7 51.6 73.8 100.0 26.3 37.6 51.0 240.9 130.4 66.5 LESS THAN 60CF 90CF 200CF 133CF 400CF 600CF NO. OF BARS & SIZE 2 2 2 2 2 3 1/2 IN. 5/8 IN. 3/4 IN. BAR SIZES FOR 150 P.S.I. 2. 3. 1. SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS 6" PVC PIPE CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE 4"-45 ELBOW 45 6"WYE x6"x4" VARIES COMPACTED GRANULAR 4" PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL PVC SLIP VALVE BOX AND COVER W/ "SEWER" CAST INTO COVER SCREW-ON WATER TIGHT PLUG 4. 2'x2'x6" DEEP CONCRETE COLLAR SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO BUILDING CONNECTION, AT ALL BEND COMBINATIONS GREATER THAN 45 AND AT A MAXIMUM SPACING OF 100'. NO SINGLE BEND GREATER THAN 45 SHALL BE ALLOWED. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. FERNCO OR CAULDER COUPLINGS SHALL NOT BE ALLOWED AT SPLICES, UNLESS EXIST. SEWER SERVICE IS CLAY. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN ELBOW COMPACTED GRANULAR 45 WYE 4"-45 6"x6"x4" SRV. GRADE AS REQ'D w/ BELL CUT SRV. TO MATE PIPE VARIES PIPE 6" PVC FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) 4" PVC SDR 35 PIPE OVER CLEANOUT PVC COUPLING SLIP OF SEWER LINE CONTINUATION ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS 6" MIN. {D = RE: STRUCTURAL} {TOP WAT/FIRE = {12" MIN.RE: } PLAN} 5' (TYP.) SEE NOTE 1 {SS INV = RE: PLAN} {5.5' MIN.} {FF ELEV = RE: PLAN} {NOTES: }1.SITE CONTRACTOR TO END SEWER AND WATER SERVICES 5' AWAY FROM ALL BUILDINGS (TYP.). BUILDING PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING UTILITIES FROM THIS POINT OF CONNECTION TO RISERS UNDER SLAB. 2.SITE CONTRACTOR TO END FIRE LINE 1' ABOVE FFE INSIDE RISER ROOM AND CAP. 1' (TYP.) NOT TO SCALE 104 D1 TYPICAL POINT OF CONNECTION 27 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 DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE. GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 1. 2. 3. 4. 5. 6. 7. 14 IN. MIN. ALLOWED CAST IRON FROST PROOF METER BOX COVER COMPRESSION TYPE CONNECTION LOCK TYPE INLET VALVE TYPE "K" COPPER PIPING 48 IN. 10 IN. INSTALL LID 1/2 INCH ABOVE FINAL LANDSCAPED GRADE FLOW METER BOX METER GENERAL NOTES 2 FT. MAX. CURB BOX 64 IN. (NO OR EXTENSIONS) ALTERATIONS CAST IRON RECESSED LID WITH WORM LOCK RUBBER OR PLASTIC INNER LID NO TREES WITHIN 10 FEET OF METER BOX. NO FOR FITTINGS MIN. OF 5 FT. 18 IN. MAX. ALLOWED 15 IN. RECOMMENDED C.L. OF METER CONNECTION 6 INCH LAYER OF GRAVEL (3/4 IN.- 1 1/2 IN.) UNDER METER BOX CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD EXTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 15 4/11/11 BASIN. NOT TO SCALE 105 D1 IRRIGATION METER PIT DESIGNATED SPRINKLER SERVICE FLOW 5 FT. MIN. METER PIT AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" PIT METER 5 FT. MIN. FLOW SPRINKLER TAP OFF DOMESTIC SERVICE SERVICE MAIN VACUUM BREAKER VACUUM BREAKER (FROM OUTLET SIDE OF METER PIT TO SHUT-OFF VALVE TEE) IRRIGATION SHUT-OFF VALVE AIR-INJECTION PORT DOWNSTREAM OF VACUUM BREAKER SPRINKLER TEE) METER PIT TO (FROM OUTLET SIDE OF (STOP AND WASTE VALVE NOT PERMITTED) IRRIGATION SHUT-OFF VALVE (STOP AND WASTE VALVE NOT PERMITTED) DIA. WITH CAP OR PLUG) AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" DIA. WITH CAP OR PLUG) (3/4" OR LARGER RECOMMENDED) RECOMMENDED) (3/4" OR LARGER PORT DOWNSTREAM OF VACUUM BREAKER AIR-INJECTION REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 SPRINKLER SYSTEM DETAIL 13 4/11/11 NOT TO SCALE 106 D1 IRRIGATION TAP CONNECTION No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� TRENCH BACKFILL TRENCH ZONES PAVEMENT IF REQUIRED SCALE: NTS TRENCH AND BEDDING TYPICAL SOUTH FORT COLLINS SANITATION DISTRICT Office (970) 226-3104 Fax (970) 226-0186 APPROVED: DATE: PIPE SUBGRADE; STABILIZATION MATERIAL IF REQUIRED 1' MIN. BEDDING ZONE 14 th O.D./4" MIN. REFER TO SECTION 02221 TRENCH BACKFILL BEDDING ZONE (SEE ABOVE) PIPE SUBGRADE COMPACTED GRANULAR MATERIAL UNDISTURBED SOIL 12-15-2010 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 5 FT. MIN. DEPTH VARIABLE 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. ALTERNATE BASE SLOPE 1 IN./FT. 18 IN. MAX. 12-15-2010 CROSS SECTION NOTE: WYE CONNECTION NOT ALLOWED ON VCP SERVICE WYE 8 IN. PVC SEWER PIPE PLAN VIEW 45� MAX. 4 IN. X 4 IN. MARKER POST AIR-TIGHT PLUG 45� 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 4" TYP TRENCH PVC SEWER PIPE 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 ANY GAP AT JOINT SHALL BE FILLED WITH 1 1/2" CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK REINFORCED BERM SEE JOINT DETAIL, THIS SHEET A AREA INLET (TYPE C SHOWN) REINFORCED ROCK BERM SEE SB DETAIL 5. REINFORCED ROCK BERM SHALL BE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED USING JOINT DETAIL. ON ENDS OF BERM. 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6-INCH CENTERS ALONG ALL JOINTS AND AT 2-INCH CENTERS "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48-INCHES. 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1.0 INCH (COMMONLY TERMED MINUS). RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN IN CDOT SECT. 703-2, #4 aggregate (1-1/2" INLET PROTECTION AFTER INLET CONSTRUCTION OF AFTER PAVEMENT SHALL BE INSTALLED WITHIN 48 HOUR AFTER INLET CONSTRUCTION OR PAVING IS COMPLETED. 1. INLET PROTECTION INSTALLATION NOTES INLET PROTECTION MAINTENANCE NOTES OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. 4. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, DRILL SEEDED AND CRIMP MULCHED, OR JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 3. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED, UNLESS THE LOCAL INCHES OF THE CREST. 2. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS WITHIN 2-1/2 NECESSARY. INSPECT MORE FREQUENTLY DURING WINTER CONDITIONS DUE TO FREEZE/THAW PROBLEMS. REPAIRS AS NEEDED. 1. THE SWMP MANAGER SHALL INSPECT INLET PROTECTION WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT AS DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY MANHOLE ROCK BERM SHALL CURB INLET 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 %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN 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 2' 3' 4' 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 BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER 2 NOT TO SCALE 005 EC3 CURB INLET PROTECTION NOT TO SCALE 006 EC3 AREA INLET PROTECTION CIP IP 26 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 STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W2 ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS WATTLE INSTALLATION W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. 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 (VTC) PADS SHALL CONSIST OF HARD, DENSE, DURABLE ROCK, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE SHALL NOT BE USED, i.e., RIVER ROCK AND COBBLES. THE ROCK SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE ROCK SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. NOTE: OTHER MATERIALS, 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. %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. VEHICLE TRACKING CONTROL PAD 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. COMPACTED BACKFILL FLOW SILT FENCE FABRIC (ASTM D6461) ANCHORED IN TRENCH AND ATTACHED TO POST. 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 SILT FENCE 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 CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL (DETAIL SW-14) IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 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. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 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. {NOTES: }1. 2. 3. 4. 5. 6. 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 12" 12" {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", 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 MATCHES SPECIFICATIONS FOR {3/NO. 8}4 COARSE " AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES NOT TO SCALE 004 EC2 ROCK SOCK WD NOT TO SCALE 001 EC2 VEHICLE TRACKING CONTROL PAD NOT TO SCALE 002 EC2 CONCRETE WASHOUT AREA VTC CWA NOT TO SCALE 003 EC2 SILT FENCE SF SF RS 25 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: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK TRACT A TRACT B BLDG 10 BLDG 14 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) MORNINGSIDE VILLAGE CONDOS OWNER: MORNINGSIDE VILLAGE MASTER ASSOCIATION INC. FOSSIL CREEK RESERVOIR INLET DITCH OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 SF CIP RS VTC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RS RS RS RS VTC SF SF SF SF SF SF SF CIP CIP CIP IP IP IP IP IP IP IP RS RS BROOKFIELD DRIVE NORTHERN LIGHTS DRIVE LE FEVER DRIVE PRECISION DRIVE SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RS RS RS RS IP RS SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP MULCH WRAP GRATE W/ FILTER FABRIC CONTRACTOR **MUST** PREVENT **ALL** TRACKING OF SEDIMENT AND DEBRIS ONTO PERVIOUS PAVEMENTS WRAP GRATE W/ FILTER FABRIC MULCH LINE DRYWELL W/ FILTER FABRIC. REMOVE W/ STABILIZATION AT CLOSE OF PERMIT. RAISE LANDSCAPE DRAINS 1' UNTIL STABILIZATION RAISE LANDSCAPE DRAINS 1' UNTIL STABILIZATION TRACK SLOPE & HYDROMULCH. INSTALL EC BLANKET AS NEEDED TO STABILIZE TRACK SLOPE & HYDROMULCH. INSTALL EC BLANKET AS NEEDED TO STABILIZE TRACK SLOPE & HYDROMULCH. INSTALL EC BLANKET AS NEEDED TO STABILIZE TRACK SLOPE & HYDROMULCH. INSTALL EC BLANKET AS NEEDED TO STABILIZE No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� EC1 EROSION CONTROL PLAN R. Banning A. Boese 1"=50' 24 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 BENCHMARK BENCHMARK #1: City of Fort Collins Benchmark 55-01 Elevation= 4947.76 NGVD 29 Unadjusted BENCHMARK #2: City of Fort Collins Benchmark 07-07 Elevation= 4975.97 NGVD 29 Unadjusted 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. 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 7.51 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 "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR BROOKFIELD" BY NORTHERN ENGINEERING, DATED XX/XX/XXXXFOR ADDITIONAL INFORMATION. GENERAL NOTES: 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 93 VEHICLE TRACKING CONTROL PAD SILT FENCE SWALE WATTLE DIKE INLET PROTECTION ROCK SOCK CONCRETE WASHOUT AREA TEMPORARY BMP'S SF LIMITS OF DISTURBANCE WD VTC SF IP RS CWA CURB INLET PROTECTION CIP 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: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: RIGDEN FARM - 14TH FILING CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * V�� Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days MODIFIED RAIN GARDEN E/CTV TRACT F PLAT OF BROOKFIELD MORNINGSIDE VILLAGE CONDOS FOSSIL CREEK RESERVOIR INLET DITCH WETLAND POND A 47 D-8 D-8.1 0.39 AC 0.33 AC 48 52 D-7.2 0.79 AC D-3C 0.61 AC D-7.1 0.33 AC 51 46 D-7 0.30 AC 43 D-5/9 9.94 AC 44 OF2 0.15 AC OF2 D11 0.36 AC 56 D-10 0.49 AC 54 D-2B 0.53 AC 45 OF1 0.44 AC 60 D-3A 0.44 AC D-2A 0.27 AC D-3B 1.27 AC D-2C 0.77 AC 42 D3A D3C D2A 0.0% KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY EXISTING STORM SEWER 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 "FINAL DRAINAGE AND EROSION CONTROL REPORT FOR RIGDEN FARM 14TH FILING REPLAT BY NORTHERN ENGINEERING, DATED MAY 21, 2014 FOR ADDITIONAL INFORMATION. { } NOTES: FLOW PATH DRAINAGE BASIN BUBBLE A 144 ac DESIGN POINT A BASIN BOUNDARY PROPOSED STORM SEWER FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 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 DR1 DRAINAGE PLAN R. Banning A. Boese 1"=30' 23 ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 EP: 17+02.92 PT: 11+73.71 PRC: 9+67.20 PRC: 11+00.44 Δ 51' ROW 30' FL-FL VERTICAL C&G VERTICAL C&G MATCH EXISTING STA.=14+81.39 MATCH EXISTING STA.=15+42.65 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EP: 16+65.45 PC: 9+79.40 PT: 10+50.77 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A4 SEE SHEET ST1 STORM DRAIN A3 SEE SHEET ST3 4885 4890 4895 4900 4905 4885 4890 4895 4900 4905 9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 4885 4890 4895 4900 4905 4885 4890 4895 4900 4905 9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 4885 4890 4895 4900 4905 4885 4890 4895 4900 4905 9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. 4899.36 4898.72 4898.10 4897.55 4897.01 4896.46 4899.69 4899.51 4899.23 4899.09 4898.90 4898.53 4898.37 4898.23 4897.96 4897.82 4897.69 4897.41 4897.28 4897.14 4896.87 4896.73 4896.60 4898.89 4898.39 4897.87 4897.29 4896.74 4896.24 4899.20 4899.01 4898.76 4898.64 4898.51 4898.26 4898.14 4898.01 4897.72 4897.58 4897.43 4897.14 4897.00 4896.86 4896.61 4896.49 4896.36 4896.11 4898.90 4898.11 4897.54 4897.01 4896.48 4899.28 4899.10 4898.69 4898.49 4898.30 4897.94 4897.81 4897.68 4897.41 4897.28 4897.15 4896.88 4896.75 4896.61 4896.35 4896.22 4896.08 -0.89% -0.50% -0.50% -0.58% -0.50% PVI STA = 9+67.20 PVI ELEV = 4899.05 PVI STA = 11+00.44 PVI ELEV = 4898.38 PVI STA = 11+75.15 PVI ELEV = 4898.01 PVI STA = 13+62.76 PVI ELEV = 4896.93 PVI STA = 15+42.65 PVI ELEV = 4896.03 -0.75% -0.54% -0.75% -0.55% PVI STA = 9+79.40 PVI ELEV = 4899.47 PVI STA = 10+50.77 PVI ELEV = 4899.09 PVI STA = 11+36.23 PVI ELEV = 4898.44 PVI STA = 15+00.00 PVI ELEV = 4896.46 -0.73% -0.84% -0.77% -0.53% PVI STA = 9+79.39 PVI ELEV = 4899.07 PVI STA = 10+26.98 PVI ELEV = 4898.67 PVI STA = 11+12.44 PVI ELEV = 4898.01 PVI STA = 14+81.39 PVI ELEV = 4896.05 PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. STA.=11+33.53 INV.= 4893.29 18" STORM STA.=11+09.74 INV.= 4893.37 18" STORM INLET A6 W/ SNOUT FL EL.= 4898.0 STA.=12+60.29 INV.= 4892.98 15" STORM STA.=15+02.57 INV.= 4891.50 30"x19" STORM STA.=14+78.78 INV.= 4891.61 30"x19" STORM STA.=16+16.66 INV.= 4889.70 EX. 43"x68" STORM STA.=16+40.45 INV.= 4889.58 EX. 43"x68" STORM AS-BUILT GRADE -0.75% -0.54% -0.75% -0.55% -0.75% -0.54% -0.75% -0.55% (-0.55%) STA.=14+37.95 INV.= 4892.00 15" STORM No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY R4 PLAN AND PROFILE NORTHERN LIGHTS DRIVE A. Boese A. Boese 1"=40' 22 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROJECT BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE FUTURE CURB & GUTTER CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 CENTERLINE NORTHERN LIGHTS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE NORTHERN LIGHTS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE NORTHERN LIGHTS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 9+25 R4 R3 MATCH LINE SEE SHEET R3 STA 925 SEE SHEET R3 STA.=6+75.47 STA.=7+45.48 STA.=7+25.48 OFFSET=-20.305 STA.=6+95.47 OFFSET=-19.695 STA.=6+94.40 OFFSET=20.305 STA.=7+24.41 OFFSET=19.695 -0+13 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 BP: -0+13.29 LE FEVER DRIVE TYPE III BARRICADE FUTURE 9' UTILITY EASEMENT 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+25 4901.55 4900.69 4900.07 4901.46 4901.35 4901.00 4900.85 4900.54 4900.39 4900.23 -0.55% 2.00% -1.50% PVI STA = 0+31.90 PVI ELEV = 4904.78 PVI STA = 6+74.40 PVI ELEV = 4901.45 125.0' VC HP ELEV = 4906.55 HP STA = 1+56.21 PVI STA = 1+47.28 PVI ELEV = 4907.09 BVCS: 0+84.78 BVCE: 4905.84 EVCS: 2+09.78 EVCE: 4906.15 A.D. = 3.50 K = 35.71 125.0' VC PVI STA = 4+34.23 PVI ELEV = 4902.79 BVCS: 3+71.73 BVCE: 4903.72 EVCS: 4+96.73 EVCE: 4902.44 A.D. = 0.95 K = 132.23 0.38% -1.59% -0.62% -0.75% PVI STA = 6+74.40 PVI ELEV = 4901.45 PVI STA = 7+09.71 PVI ELEV = 4901.59 PVI STA = 7+44.41 PVI ELEV = 4901.04 PVI STA = 8+93.93 PVI ELEV = 4900.12 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 6+00 7+00 8+00 9+00 9+25 4901.10 4900.26 4899.64 4900.93 4900.56 4900.41 4900.11 4899.96 4899.81 0.43% -1.61% -0.60% -0.89% PVI STA = 6+76.91 PVI ELEV = 4901.00 PVI STA = 7+11.60 PVI ELEV = 4901.15 PVI STA = 7+46.90 PVI ELEV = 4900.58 PVI STA = 8+93.93 PVI ELEV = 4899.70 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 6+00 7+00 8+00 9+00 9+25 4901.11 4900.25 4899.65 4901.00 4900.90 4900.55 4900.40 4900.10 4899.95 4899.80 0.42% -1.64% -0.60% -0.73% PVI STA = 6+74.40 PVI ELEV = 4901.00 PVI STA = 7+09.71 PVI ELEV = 4901.15 PVI STA = 7+44.41 PVI ELEV = 4900.58 PVI STA = 8+93.93 PVI ELEV = 4899.69 PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. PROPOSED GRADE EXISTING GROUND FUTURE ELEV. EXISTING ELEV. PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. EXISTING ELEV. PROPOSED ELEV. FUTURE GRADE 4905.14 4905.64 4906.11 4906.42 4906.55 4906.51 4906.29 4905.92 4905.55 4905.17 4904.80 4904.42 4904.05 4903.68 4903.33 4903.03 4902.78 4902.58 4902.42 4902.28 4902.14 4902.01 4901.87 4901.73 4901.59 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 R3 PLAN AND PROFILE LE FEVER DRIVE A. Boese A. Boese 1"=40' 21 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROJECT BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE FUTURE CURB & GUTTER CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 CENTERLINE LE FEVER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE LE FEVER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE LE FEVER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 9+25 R4 R3 MATCH LINE SEE SHEET R4 STA 925 SEE SHEET R4 FOR REFERENCE ONLY (NOT A PART OF THESE CONSTRUCTION PLANS) FOR REFERENCE ONLY (NOT A PART OF THESE CONSTRUCTION PLANS) 4896.50 -1.69% PVI STA = 21+04.38 PVI ELEV = 4896.00 100.0' VC PVI STA = 19+25.35 PVI ELEV = 4899.03 BVCS: 18+75.35 BVCE: 4899.35 EVCS: 19+75.35 EVCE: 4898.18 A.D. = 1.05 K = 94.87 EXISTING GROUND EXISTING ELEV. FUTURE EXISTING GRADE GROUND FUTURE ELEV. EXISTING ELEV. EXISTING GROUND EXISTING ELEV. No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY R2 PLAN AND PROFILE FUTURE BROOKFIELD DRIVE A. Boese A. Boese 1"=40' 20 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROJECT BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE FUTURE CURB & GUTTER CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 CENTERLINE FUTURE BROOKFIELD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE FUTURE BROOKFIELD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE FUTURE BROOKFIELD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 17+50 MATCH LINE SEE SHEET R1 STA 17+50 R2 R1 SEE SHEET R1 FOR REFERENCE ONLY (NOT A PART OF THESE CONSTRUCTION PLANS) FOR REFERENCE ONLY (NOT A PART OF THESE CONSTRUCTION PLANS) 30' FL-FL VERTICAL C&G 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15 FUTURE LE FEVER DRIVE (SEE SHEET R2) 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15 BP: 9+15.00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15 BP: 9+15.00 STA.=10+15.00 STA.=10+15.00 STA.=9+95.00 OFFSET=-20.000 STA.=9+95.00 OFFSET=20.000 STA.=15+85.02 OFFSET=-20.305 STA.=16+15.03 OFFSET=-19.695 STA.=15+65.02 STA.=16+35.03 STA.=16+36.10 STA.=15+66.09 STA.=15+86.09 OFFSET=19.695 STA.=16+16.10 OFFSET=20.305 STA. = 16+00.56 (BROOKFIELD DRIVE) STA. = 7+09.94 (LE FEVER DRIVE) TYPE III BARRICADE EXISTING GRADING EASEMENT (WIDTH VARIES) 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15 4897.90 4898.46 4899.03 4899.59 4900.15 4900.71 4901.57 4898.09 4898.04 4898.18 4898.32 4898.60 4898.74 4898.88 4899.17 4899.31 4899.45 4899.73 4899.87 4900.01 4900.29 4900.43 4900.57 4900.85 4900.99 4901.18 4901.09 -1.90% 0.56% 1.08% 2.07% -2.04% PVI STA = 9+65.00 PVI ELEV = 4898.28 PVI STA = 9+88.28 PVI ELEV = 4897.83 PVI STA = 15+66.08 PVI ELEV = 4901.08 PVI STA = 15+87.56 PVI ELEV = 4901.32 PVI STA = 16+00.56 PVI ELEV = 4901.59 PVI STA = 16+35.56 PVI ELEV = 4900.87 4897.70 4897.95 4898.51 4899.07 4899.63 4900.19 4901.52 4897.55 4897.92 4897.53 4897.67 4897.81 4898.09 4898.23 4898.37 4898.65 4898.79 4898.93 4899.21 4899.35 4899.49 4899.77 4899.91 4900.05 4900.33 4900.47 4900.85 4900.86 1.51% -1.51% 0.56% 0.82% -2.75% 2.70% PVI STA = 9+45.00 PVI ELEV = 4897.47 PVI STA = 9+80.00 PVI ELEV = 4898.00 PVI STA = 10+15.00 PVI ELEV = 4897.47 PVI STA = 15+55.32 PVI ELEV = 4900.50 PVI STA = 15+65.02 PVI ELEV = 4900.58 PVI STA = 16+00.33 PVI ELEV = 4901.53 PVI STA = 16+35.03 PVI ELEV = 4900.58 4897.70 4897.95 4898.51 4899.07 4899.63 4900.19 4901.33 4897.55 4897.92 4897.53 4897.67 4897.81 4898.09 4898.23 4898.37 4898.65 4898.79 4898.93 4899.21 4899.35 4899.49 4899.77 4899.91 4900.05 4900.33 4900.47 4900.78 4900.82 1.51% -1.51% 0.56% 0.78% 2.21% -2.17% PVI STA = 9+45.00 PVI ELEV = 4897.47 PVI STA = 9+80.00 PVI ELEV = 4898.00 PVI STA = 10+15.00 PVI ELEV = 4897.47 PVI STA = 15+55.78 PVI ELEV = 4900.50 PVI STA = 15+66.08 PVI ELEV = 4900.58 PVI STA = 16+00.79 PVI ELEV = 4901.35 PVI STA = 16+36.10 PVI ELEV = 4900.58 PVI STA = 16+35.56 PVI ELEV = 4900.87 PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. PROPOSED GRADE EXISTING GROUND PROPOSED ELEV. EXISTING ELEV. No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 R1 PLAN AND PROFILE BROOKFIELD DRIVE A. Boese A. Boese 1"=40' 19 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4. 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. PROPOSED STORM INLET PROJECT BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE FUTURE CURB & GUTTER CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 CENTERLINE BROOKFIELD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BROOKFIELD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE BROOKFIELD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R2 STA 17+50 LINE MATCH STA 17+50 R2 R1 SEE SHEET R2 FG=0.80 TF=1.47 98.52 98.10 97.76 97.74 97.70 97.28 97.04 91.59 90.12 97.83 97.08 97.03 98.36 97.50 97.29 97.42 90.68 90.66 79.18 78.88 82.16 79.16 98.43 98.41 98.31 98.22 98.19 98.02 97.95 97.40 96.86 97.18 97.20 97.39 97.37 97.61 97.58 97.80 97.78 98.26 98.36 98.30 98.17 98.41 98.56 98.06 98.56 98.50 98.47 98.68 0.53 0.19 0.59 99.91 0.39 99.99 0.13 FRONT=98.92 FRONT=98.70 FRONT=98.70 FRONT=98.59 FRONT=98.75 FRONT=98.79 FRONT=98.24 FRONT=97.94 FRONT=98.21 FRONT=98.21 FRONT=98.00 FRONT=97.94 FRONT=98.82 FRONT=99.01 FRONT=99.01 FRONT=99.06 FRONT=99.06 FRONT=99.10 98.20 98.14 98.01 97.99 97.79 97.77 97.56 97.54 97.39 97.37 97.27 97.22 97.18 97.03 96.72 96.69 97.43 97.68 97.74 97.88 97.94 97.61 93.87 97.45 96.02 95.92 94.29 97.66 97.35 97.55 97.70 97.76 97.90 97.96 97.53 96.02 95.92 94.29 98.68 99.05 99.13 99.59 99.18 99.58 99.10 99.50 99.18 99.03 98.93 98.34 98.85 98.59 99.20 98.73 99.20 98.73 99.22 93.44 93.85 93.52 93.07 93.15 92.41 92.49 91.91 91.99 90.56 90.64 97.29 97.19 97.50 97.82 97.98 98.04 98.04 97.94 97.64 97.94 98.12 98.43 98.53 98.12 98.19 99.66 0.13 99.66 0.13 99.66 99.39 99.19 0.13 99.93 0.56 0.16 0.56 0.16 99.75 0.16 0.15 99.73 0.16 93.23 90.23 99.19 FG=99.13 STEM WALL= 99.80 FG=99.59 STEM WALL= 100.26 FG=99.58 STEM WALL= 100.25 FG=99.50 STEM WALL= 100.17 FG=0.16 STEM WALL= 0.83 FG=0.56 STEM WALL= 1.23 FG=0.56 STEM WALL= 1.23 FG=99.93 STEM WALL= 100.60 FG=99.73 STEM WALL= 100.40 FG=0.39 STEM WALL= 1.06 FG=0.59 STEM WALL= 1.26 FG=0.53 STEM WALL= 1.20 GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR 2.1% 95.46 96.60 1' PAN CURB 96.87 96.81 96.63 96.36 96.25 97.82 97.68 98.44 98.58 98.17 98.27 98.13 98.21 97.95 98.05 98.42 98.28 98.32 98.50 98.48 98.53 97.87 98.13 97.68 97.79 98.05 98.00 97.80 98.07 97.18 FG=1.27 TF=1.94 STORM DRAIN A3 SEE SHEET ST3 STORM DRAIN A4 SEE SHEET ST1 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� G4 GRADING PLAN R. Banning A. Boese 1"=20' 18 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED LIMITS OF DISTURBANCE LOD 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. 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 DEPTH OF SOD, MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES WHICH MAY AFFECT FINISHED GRADE. 5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR. WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE 3000 OR APPROVED EQUAL. 6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH DOWNSPOUTS. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS (47.45) EXISTING SPOT ELEVATION CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) G1 G2 G3 G4 MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G3 MATCHLINE-SEE SHEET G1 77.17 80.96 77.99 97.54 FL 97.95 FL 99.44 97.64 FL 98.49 98.26 98.36 98.30 98.17 98.41 98.56 98.06 98.56 98.50 0.53 0.19 0.59 99.91 0.39 99.73 99.52 99.99 99.44 0.16 99.69 0.17 99.42 99.98 99.99 0.13 FRONT=98.92 FRONT=98.70 FRONT=98.70 FRONT=98.59 FRONT=98.75 FRONT=98.79 98.20 98.14 98.12 98.19 98.72 97.90 99.21 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.21 97.53 98.90 97.35 98.80 98.40 98.40 98.80 98.40 98.80 98.80 97.53 97.40 97.29 99.15 93.23 90.23 92.78 89.78 97.00 96.75 96.90 93.90 90.63 87.63 92.00 91.69 79.50 81.38 83.55 98.40 FG=99.73 STEM WALL= 100.40 2.0% 99.67 FG=0.39 STEM WALL= 1.06 FG=0.59 STEM WALL= 1.26 FG=0.53 STEM WALL= 1.20 GAR GAR GAR GAR GAR GAR RAIN GARDEN 98.13 98.21 97.95 98.05 98.42 98.28 98.32 FG=1.90 STORM DRAIN A TF=2.57 SEE SHEET ST1 STORM DRAIN A4 SEE SHEET ST1 STORM DRAIN A5 SEE SHEET ST3 98.72 98.65 98.38 98.20 98.17 98.02 99.09 99.28 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� G3 GRADING PLAN R. Banning A. Boese 1"=20' 17 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED LIMITS OF DISTURBANCE LOD 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. 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 DEPTH OF SOD, MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES WHICH MAY AFFECT FINISHED GRADE. 5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR. WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE 3000 OR APPROVED EQUAL. 6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH DOWNSPOUTS. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS (47.45) EXISTING SPOT ELEVATION CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) G1 G2 G3 G4 MATCHLINE-SEE SHEET G1 MATCHLINE-SEE SHEET G4 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.4% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.5% 4.5% 2.0% 2.0% BLDG 14 FG=1.18 TF=1.85 FG=0.47 TF=1.14 FG=99.97 TF=100.64 FG=1.07 TF=1.74 97.70 97.28 97.04 96.30 98.20 98.16 97.88 97.43 97.74 97.86 97.99 96.65 99.69 98.69 96.76 97.29 98.05 98.00 97.81 96.85 97.05 98.82 FL 99.20 FL 99.62 FL 97.01 99.82 99.71 99.46 FL 99.26 98.08 97.90 97.85 98.02 99.81 99.81 99.44 98.74 97.98 99.35 99.78 99.92 99.55 98.87 99.67 99.80 99.69 99.35 99.27 98.89 99.11 99.00 99.21 98.74 99.15 98.75 98.19 98.06 98.09 98.12 99.33 99.33 99.54 99.33 99.47 99.07 99.42 99.20 99.07 98.79 98.71 98.48 98.22 98.79 98.71 98.49 98.22 98.33 98.30 98.27 98.25 97.79 97.24 96.99 96.86 96.54 97.89 98.07 98.30 99.33 99.08 99.09 98.65 98.17 98.85 99.30 98.74 99.21 99.01 98.67 98.49 99.47 99.07 99.56 99.07 98.63 99.05 98.65 98.50 98.08 98.57 98.26 97.76 98.23 98.32 98.79 98.72 98.79 98.71 98.64 97.83 97.43 96.70 FL 97.12 97.07 96.87 96.84 96.76 96.73 96.55 96.52 96.12 96.25 97.33 97.38 97.58 97.61 97.68 97.71 97.90 97.93 98.00 98.02 98.03 98.32 FL 97.29 97.20 FRONT=98.86 FRONT=98.80 FRONT=98.80 FRONT=98.80 FRONT=98.80 FRONT=98.84 FRONT=98.80 FRONT=98.80 FRONT=98.80 FRONT=98.80 FRONT=98.45 FRONT=98.04 FFE=98.04 FFE=97.48 FFE=97.48 99.53 98.73 99.05 99.93 99.53 99.93 99.53 99.53 99.29 98.25 98.71 99.03 99.50 99.03 99.50 FRONT=98.49 FRONT=98.40 FRONT=98.40 FRONT=98.42 FRONT=98.75 96.86 97.18 97.20 97.39 97.37 97.61 97.58 FRONT=98.00 97.39 97.37 97.27 97.22 97.18 97.03 96.72 96.69 97.43 97.35 98.68 99.13 98.34 98.85 97.29 99.73 99.34 97.51 97.91 FG=1.07 TF=1.74 FG=1.07 TF=1.74 FG=1.07 TF=1.74 FG=1.07 TF=1.74 99.46 99.74 99.22 99.27 99.34 99.18 99.09 99.34 98.77 99.01 98.51 98.03 97.65 96.70 97.17 FG=99.35 STEM WALL= 100.02 FG=99.60 STEM WALL= 100.27 FG=99.56 STEM WALL= 100.23 FG=99.27 STEM WALL= 99.94 FG=98.77 STEM WALL= 99.44 FG=98.57 STEM WALL= 99.24 FG=99.54 STEM WALL= 100.21 FG=99.47 STEM WALL= 100.14 FG=99.42 STEM WALL= 100.09 GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR FG=99.29 STEM WALL= 99.96 FG=99.93 STEM WALL= 100.60 FG=99.93 STEM WALL= 100.60 GAR GAR GAR GAR GAR FG=99.13 STEM WALL= 99.80 GAR 97.23 97.05 98.61 4.7% 5.1% 4.2% 2.1% 2.1% 96.36 96.25 STORM DRAIN A2-2 SEE SHEET ST2 STORM DRAIN A2 SEE SHEET ST2 STORM DRAIN A3 SEE SHEET ST3 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� G2 GRADING PLAN R. Banning A. Boese 1"=20' 16 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED LIMITS OF DISTURBANCE LOD 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. 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 DEPTH OF SOD, MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES WHICH MAY AFFECT FINISHED GRADE. 5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR. WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE 3000 OR APPROVED EQUAL. 6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH DOWNSPOUTS. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS (47.45) EXISTING SPOT ELEVATION CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) G1 G3 G4 G2 MATCHLINE-SEE SHEET G1 MATCHLINE-SEE SHEET G4 9.5% 5.3% BLDG 10 10.9% 10.7% 2.3% 2.2% 1.6% 16.0% 11.8% 20.4% 24.6% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.1% 2.0% 2.0% 14.2% 2.0% 2.0% 2.0% 2.0% 4.1% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.8% 2.0% 2.0% 2.0% 2.2% 2.2% 3.6% 2.0% 2.0% 2.0% 2.1% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 6.3% 0.9% 0.9% 0.9% 0.8% 4.9% 2.0% 2.0% 3.8% 2.0% 2.0% 2.0% 97.44 FG=2.57 TF=3.24 FG=2.25 TF=2.92 FG=2.72 TF=3.39 FG=1.85 TF=2.52 ELEV=97.35 FG=1.67 TF=2.34 98.52 98.10 97.76 97.74 97.70 99.37 99.77 1.26 1.24 99.06 99.74 0.40 1.26 98.67 0.24 0.28 99.99 99.72 99.44 99.16 98.86 98.74 98.44 98.16 0.12 98.66 97.03 0.16 0.74 98.78 97.54 FL 97.95 FL 99.44 97.64 FL 0.06 FL 99.24 FL 99.81 FL 99.75 FL FRONT=1.02 FRONT=0.81 FRONT=0.50 FRONT=0.21 FRONT=99.97 FRONT=99.51 FRONT=99.35 FRONT=0.81 FRONT=0.81 FRONT=0.81 0.96 1.18 1.30 0.93 1.42 0.95 1.40 0.95 1.19 1.11 0.84 0.97 FL 0.74 0.27 0.74 0.25 0.52 0.30 99.01 0.78 0.58 0.76 1.01 1.67 1.64 0.79 0.78 0.76 0.61 0.43 0.43 0.39 0.31 0.31 99.75 99.18 0.43 0.61 1.27 1.24 1.50 1.50 1.27 1.18 0.54 0.58 1.35 1.15 1.14 98.81 99.80 1.23 1.22 0.68 0.73 0.79 0.64 0.46 0.41 0.32 0.43 0.50 0.46 0.34 0.30 0.74 1.33 1.54 1.01 0.88 1.28 1.33 1.73 1.42 1.21 0.64 0.53 0.95 1.21 1.47 1.00 1.02 0.59 0.82 0.57 0.57 0.25 0.36 0.61 0.73 0.44 99.95 99.73 99.68 0.18 0.24 0.33 0.57 0.69 0.51 0.35 0.21 98.24 FL 0.25 99.95 FL 0.49 FL 0.68 0.64 97.01 0.15 0.04 99.93 99.82 0.13 0.02 99.81 99.75 0.25 0.88 99.75 0.48 0.48 FRONT=1.08 FRONT=0.91 FRONT=0.81 FRONT=0.81 FRONT=0.81 FRONT=99.40 FRONT=99.64 9 9.93 99.42 98.80 99.89 0.25 0.65 0.81 1.21 1.34 0.89 0.81 0.81 0.15 99.83 99.53 99.50 99.03 99.39 99.75 0.22 0.31 0.78 0.87 0.57 0.28 0.19 98.62 98.60 98.43 98.41 98.31 98.22 98.19 98.02 97.95 97.40 FL FRONT=98.42 FRONT=98.75 FRONT=99.25 FRONT=99.46 FRONT=99.50 FRONT=100.00 FRONT=0.05 FRONT=0.55 FRONT=0.58 0.16 99.92 99.76 98.95 1.12 97.61 97.58 97.80 97.78 0.08 99.29 98.85 98.85 98.49 98.26 98.36 98.30 99.73 99.42 FRONT=98.92 98.20 98.14 98.01 97.99 97.79 97.77 97.56 97.54 97.39 97.37 98.72 97.90 99.21 99.21 98.80 97.53 97.40 99.15 1.22 1.18 1.08 1.06 0.92 0.89 0.84 0.82 0.67 0.64 0.49 0.47 0.44 0.27 0.24 0.18 0.15 99.98 99.95 99.82 99.91 0.05 99.94 99.83 99.73 FG=1.67 TF=2.34 FG=1.67 TF=2.34 FG=1.67 TF=2.34 FG=1.67 TF=2.34 FG=1.67 TF=2.34 99.34 99.93 0.17 FG=1.07 TF=1.74 1.37 1.12 1.52 1.22 1.15 1.21 1.01 1.16 1.24 0.18 1.06 0.50 99.89 98.42 99.22 FG=0.88 STEM WALL= 1.55 FG=1.48 STEM WALL= 2.15 FG=1.27 STEM WALL= 1.94 FG=1.21 STEM WALL= 1.88 FG=1.54 STEM WALL= 2.21 FG=1.76 STEM WALL= 2.43 FG=1.66 STEM WALL= 2.33 FG=1.30 STEM WALL= 1.97 FG=1.01 STEM WALL= 1.68 FG=0.77 STEM WALL= 1.44 FG=1.07 TF=1.74 GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR GAR FG=99.93 STEM WALL= 100.60 FG=99.83 STEM WALL= 100.50 FG=0.22 STEM WALL= 0.89 FG=0.93 STEM WALL= 1.60 FG=0.93 STEM WALL= 1.60 FG=1.34 STEM WALL= 2.01 GAR GAR GAR GAR GAR FG=99.73 STEM WALL= 100.40 2.0% 99.67 GAR RAIN GARDEN BIO- SWALE 97.46 97.34 97.23 97.05 97.68 97.94 98.18 99.44 98.05 98.42 FG=1.27 TF=1.94 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 99.84 FL STORM DRAIN A5 SEE SHEET ST3 1.04 0.61 0.68 0.79 0.79 0.68 0.60 0.58 1.00 0.58 1.29 1.53 1.35 1.02 1.16 1.11 1.04 1.26 1.58 1.46 1.03 0.58 0.58 1.03 0.58 0.58 1.03 0.39 0.39 0.85 0.43 0.44 0.88 99.70 99.37 99.05 98.72 98.97 98.65 98.38 98.20 98.17 98.02 99.09 99.47 99.28 98.67 98.87 99.07 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� G1 GRADING PLAN R. Banning A. Boese 1"=20' 15 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY G1 G2 G4 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED LIMITS OF DISTURBANCE LOD 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. 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 DEPTH OF SOD, MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES WHICH MAY AFFECT FINISHED GRADE. 5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR. WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE 3000 OR APPROVED EQUAL. 6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH DOWNSPOUTS. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS (47.45) EXISTING SPOT ELEVATION CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) G3 MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G3 MATCHLINE-SEE SHEET G4 RIM 4897.3� INV. IN 4895.16 (N) INV. OUT 4895.16 (SE) 12'' DRAIN BASIN A5-1 STA 10+58.58 FL. EL 4898.0� INV. IN 4892.79 (NE) INV. IN 4892.79 (NW) INV. OUT 4892.79 (SW) 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 9+50 10+00 11+00 11+50 58.58 LF 8" PVC @ -0.43% EXISTING GROUND PROPOSED GRADE 7.38 LF 8" PVC @ 0.59% DRYWELL A5-2 STA 10+65.96 GRATE/RIM. EL 4898.4� SUMP 4887.75 INV. OUT 4892.75 (SW) MH A5 STA 10+00.00 RIM 4898.3� INV. IN 4893.24 (W) INV. IN 4893.04 (NE) INV. OUT 4893.24 (S) 12'' DRAIN BASIN A5-1 STA 10+58.58 RIM 4898.0� INV. IN 4892.79 (NE) INV. IN 4892.79 (NW) INV. OUT 4892.79 (SW) BLDG 35 LOT 1 LOT 2 DECK GARAGE (TYP.) S S W S UD W W W W 51' ROW 30' FL-FL STORM DRAIN A SEE SHEET ST1 MH A5 STA 10+00.00 N: 106304.03 E: 215183.01 DRYWELL A5-2 STA 10+65.96 N: 106331.35 E: 215243.05 12'' DRAIN BASIN A5-1 STA 10+58.58 N: 106328.29 E: 215236.33 STORM DRAIN A-5-1 SEE THIS SHEET 58.58 LF 8" PVC @ -0.43% 7.38 LF 8" PVC @ -0.59% BLDG 36 TRACT B GARAGE (TYP.) W S S W W UD UD W W W W W NORTHERN LIGHTS DRIVE SANITARY LINE A SEE SHEET SS1 MH A3 STA 10+00.00 N: 106037.16 E: 215176.53 AREA INLET A3-1 STA 10+50.50 N: 106035.93 E: 215227.02 STORM DRAIN A SEE SHEET ST1 50.50 LF 15" RCP @ 0.50% 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 9+50 10+00 11+00 50.50 LF 15" RCP @ 0.50% EXISTING GROUND PROPOSED GRADE MH A3 STA 10+00.00 RIM 4896.8� INV. IN 4891.63 (N) INV. IN 4891.97 (E) INV. OUT 4891.43 (S) AREA INLET A3-1 STA 10+50.50 FL. EL 4897.1� INV. IN 4895.00 (E) INV. OUT 4892.23 (W) No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY ST3 PLAN AND PROFILE STORM DRAIN LINE A3, A5 & A5-1 A. Morse A. Boese 1"=50' 14 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 EXISTING LOTLINE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. {2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRCT (SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 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. 7.TYPICAL COVER OVER WATERLINES SHALL BE BETWEEN 4.5' AND 5.5' FROM TOP OF PIPE TO FINISHED GRADE UNLESS OTHERWISE NOTED. 8.PVC TO DIP JOINTS SHALL BE MADE WITH MECHANICAL JOINT SOLID SLEEVES. 9.CURB STOP SHALL BE WITHIN THE EASEMENT PROVIDED. 10.WATER SERVICES SHALL BE 1 1/2" TYPE K COPPER OR HDPE WITH A CURB STOP AND METER VAULT, UNLESS OTHERWISE NOTED. 11.SANITARY SEWER SERVICES SHALL BE 6" SDR-35 PVC @ 2%. 12.WATER MAINS SHALL BE AWWA C-900 PVC. 13.ALL WATER SERVICES THAT CROSS UNDER STORM SEWER PIPES SHALL BE CENTERED UNDER BARREL OF STORM PIPE SO NO JOINTS OCCUR WITHIN 10' EACH SIDE OF SERVICE OR JOINTS SHALL BE CONCRETE ENCASED. 14.SUBDRAIN MAINS SHALL BE 8" DIA. PERFORATED PVC PIPE & SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS. 15.SUBDRAIN CLEANOUTS SHALL BE 8" DIA. NON-PERFORATED PVC PIPE & SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS. 16.A VERTICAL SWEEP BEND COUPLING SHALL CONNECT THE CLEANOUT WITH THE SUBDRAIN MAIN FOR EASE OF MAINTENANCE TOOL ACCESS. 17.A 3" SUBDRAIN LATERAL SHALL BE PROVIDED TO EACH BUILDING. 18.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. }19.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. 20.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 21.THE DISTRICT IS NOT RESPONSIBLE OR LIABLE FOR THE DESIGN, INSTALLATION OR OPERATION OF THE SUBDRAIN SYSTEM. W G T E/T/C EXISTING STORM SEWER PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY RIGHT-OF-WAY PROPOSED ELECTRIC E F PROPOSED FIRE SERVICE PROPOSED AREA DRAIN INLET EXISTING CABLE CTV STORM DRAIN LINE A5-1 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM A3 STORM DRAIN LINE A5 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM A5, A5-1 NORTHERN LIGHTS DRIVE PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN LINE A3 8" WATER LOWERING PER DETAIL 203 STA.=10+20.00 TOP=4889.80 18" MIN EXISTING GROUND PROPOSED GRADE 82.78 LF 15" HDPE @ 0.76% MH A2 STA 10+00.00 RIM 4896.2� INV. IN 4890.82 (N) INV. IN 4891.43 (W) INV. OUT 4890.62 (S) MH A2-2 STA 11+47.37 RIM 4897.9� INV. IN 4892.82 (W) INV. IN 4892.82 (N) INV. OUT 4892.62 (E) AREA INLET A2-3 STA 12+30.15 FL. EL 4898.1� INV. IN 4895.98 (W) INV. OUT 4893.45 (E) AREA INLET A2-1 STA 10+47.21 FL. EL 4896.6� INV. IN 4891.86 (W) INV. IN 4894.56 (N) INV. OUT 4891.78 (E) S S 8" W 12" SS DECK DECK DECK DECK BLDG 12 BLDG 13 LOT 11 LOT 12 DECK DECK DECK DECK DECK DECK DECK DECK DECK GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) S W UD W W MH A2 STA 10+00.00 N: 105935.10 E: 215174.05 MH A2-2 STA 11+47.37 N: 105938.67 E: 215026.72 AREA INLET A2-3 STA 12+30.15 N: 105940.68 E: 214943.97 STORM DRAIN A SEE SHEET ST1 NORTHERN LIGHTS DRIVE AREA INLET A2-1 STA 10+47.21 N: 105936.24 E: 215126.86 47.21 LF 30"x19" ELLIPTICAL HDPE @ 0.74% 82.78 LF 15" HDPE @ 0.76% 100.17 LF 24" HDPE @ 0.76% �2� � � � 8" W 8" W � � � �� W 12" SS 12" SS �.�. COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED COVERED ENTRY ENTRY BLDG 11 BLDG 12 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 TRACT A GARAGE (TYP.) GARAGE (TYP.) BROOKFIELD DRIVE MH A2-2 45� BEND W/ C/O A2-2.3 STA 12+12.82 N: 106040.31 E: 214908.07 45� BEND W/ C/O A2-2.2 STA 11+12.81 N: 106037.88 E: 215008.05 12" DOME GRATE A2-2.4 STA 12+39.91 N: 106059.92 E: 214889.39 22.82 LF 12" HDPE @ 0.40% 100.01 LF 12" HDPE @ 0.40% 27.09 LF 12" HDPE @ 0.40% AREA INLET A2-2.1 STA 10+90.00 N: 106028.64 E: 215028.91 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 13+00 12+00 11+00 10+00 9+50 90.00 LF 18" HDPE @ 0.40% EXISTING GROUND PROPOSED GRADE 27.09 LF 12" HDPE @ 0.40% 22.82 LF 12" HDPE @ 0.40% 100.01 LF 12" HDPE @ 0.40% MH A2-2 STA 11+47.37 RIM 4897.9� INV. IN 4892.82 (W) INV. IN 4892.82 (N) INV. OUT 4892.62 (E) AREA INLET A2-2.1 STA 10+90.00 FL. EL 4897.4� INV. IN 4893.67 (NW) INV. OUT 4893.18 (S) 45� BEND W/ C/O A2-2.2 STA 11+12.81 RIM 4898.1� INV. IN 4893.93 (W) INV. OUT 4893.76 (SE) 45� BEND W/ C/O A2-2.3 STA 12+12.82 RIM 4899.9� INV. IN 4894.37 (NW) INV. OUT 4894.33 (E) 12" DOME GRATE A2-2.4 STA 12+39.91 FL. EL 4897.0� INV. OUT 4894.48 (SE) No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY ST2 PLAN AND PROFILE STORM DRAIN LINE A2 & A2-2 A. Morse A. Boese 1"=50' 13 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 EXISTING LOTLINE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. {2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRCT (SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 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. 7.TYPICAL COVER OVER WATERLINES SHALL BE BETWEEN 4.5' AND 5.5' FROM TOP OF PIPE TO FINISHED GRADE UNLESS OTHERWISE NOTED. 8.PVC TO DIP JOINTS SHALL BE MADE WITH MECHANICAL JOINT SOLID SLEEVES. 9.CURB STOP SHALL BE WITHIN THE EASEMENT PROVIDED. 10.WATER SERVICES SHALL BE 1 1/2" TYPE K COPPER OR HDPE WITH A CURB STOP AND METER VAULT, UNLESS OTHERWISE NOTED. 11.SANITARY SEWER SERVICES SHALL BE 6" SDR-35 PVC @ 2%. 12.WATER MAINS SHALL BE AWWA C-900 PVC. 13.ALL WATER SERVICES THAT CROSS UNDER STORM SEWER PIPES SHALL BE CENTERED UNDER BARREL OF STORM PIPE SO NO JOINTS OCCUR WITHIN 10' EACH SIDE OF SERVICE OR JOINTS SHALL BE CONCRETE ENCASED. 14.SUBDRAIN MAINS SHALL BE 8" DIA. PERFORATED PVC PIPE & SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS. 15.SUBDRAIN CLEANOUTS SHALL BE 8" DIA. NON-PERFORATED PVC PIPE & SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS. 16.A VERTICAL SWEEP BEND COUPLING SHALL CONNECT THE CLEANOUT WITH THE SUBDRAIN MAIN FOR EASE OF MAINTENANCE TOOL ACCESS. 17.A 3" SUBDRAIN LATERAL SHALL BE PROVIDED TO EACH BUILDING. 18.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. }19.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. 20.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 21.THE DISTRICT IS NOT RESPONSIBLE OR LIABLE FOR THE DESIGN, INSTALLATION OR OPERATION OF THE SUBDRAIN SYSTEM. W G T E/T/C EXISTING STORM SEWER PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY RIGHT-OF-WAY PROPOSED ELECTRIC E F PROPOSED FIRE SERVICE PROPOSED AREA DRAIN INLET EXISTING CABLE CTV STORM DRAIN LINE A2 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN LINE A2-2 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM A2-2, A2-2.1 STORM A2 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 8" WATER STA.=15+37.98 TOP=4891.63 STA.=15+27.98 INV.= 4888.90 8" PVC SANITARY CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION TIE INTO EXISTING STORM DRAIN 18" MIN. EXISTING GROUND PROPOSED GRADE 137.88 LF 24" RCP @ 0.60% MH A2 STA 11+48.94 RIM 4896.2� INV. IN 4890.82 (N) INV. IN 4891.43 (W) INV. OUT 4890.62 (S) 102.09 LF 24" RCP @ 0.60% MH A3 STA 12+51.03 RIM 4896.8� INV. IN 4891.63 (N) INV. IN 4891.97 (E) INV. OUT 4891.43 (S) 177.67 LF 18" RCP @ 0.60% MH A4 STA 14+28.70 RIM 4897.7� INV. IN 4892.80 (N) INV. IN 4892.96 (E) INV. OUT 4892.70 (S) 89.28 LF 18" RCP @ 0.50% MH A5 STA 15+17.98 RIM 4898.3� INV. IN 4893.24 (W) INV. IN 4893.04 (NE) INV. OUT 4893.24 (S) 25.00 LF 18" RCP @ 0.50% AREA INLET A7 STA 15+65.32 FL. EL 4898.7� INV. IN 4893.97 (W) INV. IN 4896.50 (S) INV. OUT 4893.87 (E) 182.95 LF 15" HDPE @ 0.60% AREA INLET A8 STA 17+48.27 FL. EL 4900.1� INV. OUT 4895.07 (E) EXMH A1 STA 10+11.06 RIM 4896.0� INV. IN 4889.79 (N) INV. IN 4889.51 (W) INV. OUT 4888.11 (S) 22.34 LF 15" HDPE @ 0.70% INLET A6 w/SNOUT STA 15+42.98 FL. EL 4898.0� SUMP EL 4890.24 INV. IN 4893.72 (W) INV. OUT 4893.37 (E) BLDG 9 BLDG 8 BLDG 35 LOT 1 LOT 2 DECK DECK DECK DECK DECK DECK DECK DECK DECK COVERED COVERED DECK COVERED COVERED ENTRY ENTRY DECK DECK DECK BLDG 10 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) S S W UD 89.28 LF 18" RCP @ 0.50% MH A5 STA 15+17.98 N: 106304.03 E: 215183.01 AREA INLET A7 STA 15+65.32 N: 106305.18 E: 215135.69 182.95 LF 15" HDPE @ 0.60% AREA INLET A8 STA 17+48.27 N: 106306.83 E: 214952.74 SANITARY LINE A SEE SHEET SS1 51' ROW 30' FL-FL 30' FL-FL STORM DRAIN A5 SEE SHEET ST3 22.34 LF 15" HDPE @ 0.70% INLET A6 w/SNOUT STA 15+42.98 N: 106304.64 E: 215158.02 25.00 LF 18" RCP @ 0.50% BLDG 35 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 GARAGE (TYP.) GARAGE (TYP.) S W S S NORTHERN LIGHTS DRIVE 51' ROW 30' FL-FL 30' FL-FL MH A4 STA 10+00.00 N: 106214.77 E: 215180.84 85.50 LF 15" RCP @ 0.50% AREA INLET A4-1 STA 10+85.50 N: 106212.70 E: 215266.32 STORM DRAIN A SEE THIS SHEET 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 9+50 10+00 11+00 11+50 EXISTING GROUND PROPOSED GRADE 85.50 LF 15" RCP @ 0.50% MH A4 STA 10+00.00 RIM 4897.7� INV. IN 4892.80 (N) INV. IN 4892.96 (E) INV. OUT 4892.70 (S) AREA INLET A4-1 STA 10+85.50 FL. EL 4897.8� INV. OUT 4893.38 (W) No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 ST1 PLAN AND PROFILE STORM DRAIN LINE A & A4 A. Morse A. Boese 1"=50' 12 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 K�� '� ��. C�� . 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 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL 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.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 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.EPOXY COAT ALL STRUCTURES AND CONCRETE PIPES (3' EACH WAY) PER CITY SPECIFICATION WHERE STORM DRAINS ARE CONNECTED AT GREATER THAN 7% OR WITH MORE THAN 1' VERTICAL DROP. W G T E/T/C EXISTING STORM SEWER PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING LOTLINE PROPOSED ELECTRIC E F PROPOSED FIRE SERVICE PROPOSED AREA DRAIN INLET STORM DRAIN LINE A PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN LINE A4 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' LINE MATCH STA 14+50 LINE MATCH STA 14+50 NORTHERN LIGHTS DRIVE NORTHERN LIGHTS DRIVE STORM A STORM A4 TRACT B BLDG 14 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) S S W W S S W S W S W W W UD UD UD UD W W W W W W W W W W W EX. SAN MH STA 10+00.00 N: 105807.50 E: 215160.95 275.50 LF 8" PVC @ 0.40% SAN MH A2 STA 15+39.96 N: 106347.30 E: 215174.06 SAN MH A1 STA 12+75.50 N: 106082.91 E: 215167.64 264.47 LF 8" PVC @ 0.40% NORTHERN LIGHTS DRIVE PRECISION DRIVE LE FEVER DRIVE STORM DRAIN A2 SEE SHEET ST2 STORM DRAIN A SEE SHEET ST1 51' ROW 30' FL-FL STORM DRAIN A SEE SHEET ST1 MORNINGSIDE VILLAGE CONDOS OWNER: MORNINGSIDE VILLAGE MASTER ASSOCIATION INC. BLDG 31 BLDG 23 4875 4880 4885 4890 4895 4900 4905 4910 4915 4920 4875 4880 4885 4890 4895 4900 4905 4910 4915 4920 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 EX. SAN MH STA 10+00.00 RIM 4896.0� INV. IN 4886.73 (N) INV. IN 4886.73 (S) INV. OUT 4886.53 (W) �275.50 LF 8" PVC @ 0.40% SAN MH A1 STA 12+75.50 RIM 4897.3� INV. IN 4888.03 (N) INV. OUT 4887.83 (S) 264.47 LF 8" PVC @ 0.40% SAN MH A2 STA 15+39.96 RIM 4898.8� INV. OUT 4889.09 (S) PROPOSED GROUND EXISTING GROUND STA.=11+27.88 INV.= 4891.50 30"x19" STORM STA.=14+96.92 INV.= 4893.29 18" STORM 264.47 LF 8" PVC PERFORATED SUBDRAIN @ 0.48% �275.50 LF 8" PVC SUBDRAIN @ 0.48% CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION TIE INTO EXISTING SANITARY & SUBDRAIN STUBS PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE A No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SS1 PLAN AND PROFILE SANITARY SEWER LINE A A. Boese A. Boese 1"=50' 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 K�� '� ��. C�� . 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 SS1 11 Mr. Terry W. Farrill, P.E., District Engineer Mr. Michael D. DiTullio, Manager Fort Collins - Loveland Water District South Fort Collins Sanitation District Date Date All changes, addendum, 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. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.WATER MAIN IS TO BE BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE SPECIFIED 4.SANITARY SEWER SHALL BE SDR-35 AS NOTED ON PLANS. 5.SANITARY SEWER SERVICES SHALL BE 6" PVC. 6.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 7.SUBDRAIN MAINS SHALL BE 8" DIA. PERFORATED PVC PIPE & SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS. 8.A VERTICAL SWEEP BEND COUPLING SHALL CONNECT THE CLEANOUT WITH THE SUBDRAIN MAIN FOR EASE OF MAINTENANCE TOOL ACCESS. 9.A 3" SUBDRAIN LATERAL SHALL BE PROVIDED TO EACH BUILDING. 10.THE DISTRICT IS NOT RESPONSIBLE OR LIABLE FOR THE DESIGN, INSTALLATION OR OPERATION OF THE SUBDRAIN SYSTEM. 11.NO TREE(S) SHALL BE LOCATED WITHIN 10' OF DISTRICT FACILITIES. W G T E/T/C EXISTING STORM SEWER PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING LOTLINE PROPOSED ELECTRIC E F PROPOSED FIRE SERVICE PROPOSED AREA DRAIN INLET DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK TRACT A TRACT B BLDG 10 BLDG 14 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) SS 8" W 8" W 8" W 8" W 8" W 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W G E E E E E E E E 15" SS 15" SS 8" W 8" W 12" SS 12" SS 12" SS 12" SS 12" SS CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV S S �2� �2� �2� �2� �� 2� X X X � 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W � � � �� W W �� 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W �� TELE T T T T T T T T �2� GAS G G G G GAS E E E VAULT ELEC E VAULT ELEC ELEC E � E E E E 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS � � � � � �.�. �.�. � W BROOKFIELD DRIVE LE FEVER DRIVE PRECISION DRIVE S S W W S S W S W S W W W UD UD UD UD UD UD UD UD UD UD W W W W W W W W W W W W W 30' TEMPORARY DRAINAGE & GRADING EASEMENT 30' FL-FL 51' ROW 51' ROW 30' FL-FL 30' FL-FL 51' ROW FUTURE 30' FL-FL 20' PRIVATE DRIVE 20' PRIVATE DRIVE 20' PRIVATE DRIVE 20' PRIVATE DRIVE EX. 15" SANITARY SEWER EX. 8" WATERLINE EX. STORM DRAIN EXISTING 51' ROW EXISTING 30' FL-FL EX. 4.5' WALK EX. 4.5' WALK EXISTING 20' DRAINAGE EASEMENT 9' UTILITY EASEMENT FUTURE 9' UTILITY EASEMENT FUTURE 4.5' WALK FUTURE 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 29.31 LF 8" PVC S44�29'02"E 310.22 LF 8" PVC S01�23'27"W 150.00 LF 8" PVC S01�23'27"W EXISTING STA. 10+53.06 8"x8" CROSS 3 - 8" GV (W,E,S) N:106425.43 E:214870.75 STA. 16+64.60 8"x6" SWIVEL TEE 1 - 8" GV (N) 1 - 6" GV (W) & FH ASSEMBLY N:106091.93 E:215157.86 STA. 13+54.38 45.00� BEND w/ TB N:106402.05 E:215165.39 FUTURE 4.5' WALK EX. 10' PEDESTRIAN TRAIL 10' PEDESTRIAN TRAIL STA. 18+14.60 CONNECT TO EX. 8" WATER N:105941.97 E:215154.22 EX. FIRE HYDRANT EX. STORM DRAIN TRACT F REPLAT OF BROOKFIELD MORNINGSIDE VILLAGE CONDOS OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 FOSSIL CREEK RESERVOIR INLET DITCH WETLAND EX. 15" SANITARY SEWER EX. 8" WATERLINE EX. FIRE HYDRANT SAN MH A2 SAN MH A1 EX. SAN MH 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT EXISTING SANITARY SERVICE STUB (TYP.) APPROXIMATE LOCATION EXISTING WATER SERVICE (TYP.) STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST2 STORM DRAIN A1 SEE SHEET ST1 STORM DRAIN A4 SEE SHEET ST1 STORM DRAIN A3 SEE SHEET ST3 STORM DRAIN A2-2 SEE SHEET ST2 STORM DRAIN A5 SEE SHEET ST3 SANITARY SEWER A SEE SHEET SS1 OWNER: MORNINGSIDE VILLAGE MASTER ASSOCIATION INC. BLDG 31 BLDG 23 BLDG 22 BLDG 14 2' SIDEWALK CHASE 6" SANITARY SERVICE (TYP.) EX. SANITARY SERVICE STUB 1 1/2" WATER SERVICE NORTHERN LIGHTS DRIVE DEFLECT WATER UNDER STORM 24' DE, UE, AE & EAE 24' DE, UE, AE & EAE 24' DE, UE, AE & EAE 10' SEPERATION (TYP.) 10' SEPERATION (TYP.) 24' DE, UE, AE & EAE 24' DE, UE, AE & EAE 24' DE, UE, AE & EAE APPROXIMATE LOCATION CURB STOP/METER PIT CONTRACTOR TO VERIFY LOCATION, 1 1/2" DIA AND CONSTRUCTION (TYP.) 146.46 LF 8" PVC S89�29'02"E 127.64 LF 8" PVC S89�29'02"E STA. 11+97.43 8"x6" SWIVEL TEE 1 - 6" GV (N) & FH ASSEMBLY N:106424.12 E:215017.21 3/4" WATER SERVICE (TYP.) RE-LOCATE METER PIT 1 1/2" WATER SERVICE RE-LOCATE METER PIT 1 1/2" WATER SERVICE 1 1/2" WATER SERVICE 1 1/2" WATER SERVICE 1 1/2" WATER SERVICE STA. 13+54.38 45.00� BEND w/ TB N:106402.05 E:215165.39 STA. 13+25.07 45.00� BEND w/ TB N:106422.97 E:215144.85 STORM DRAIN A2-2 SEE SHEET ST2 STORM DRAIN A5-1 SEE SHEET ST3 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� U1 OVERALL UTILITY PLAN A. Boese A. Boese 1"=30' 10 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 EXISTING LOTLINE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. {2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRCT (SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 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. 7.TYPICAL COVER OVER WATERLINES SHALL BE BETWEEN 4.5' AND 5.5' FROM TOP OF PIPE TO FINISHED GRADE UNLESS OTHERWISE NOTED. 8.PVC TO DIP JOINTS SHALL BE MADE WITH MECHANICAL JOINT SOLID SLEEVES. 9.CURB STOP SHALL BE WITHIN THE EASEMENT PROVIDED. 10.WATER SERVICES SHALL BE 1 1/2" TYPE K COPPER OR HDPE WITH A CURB STOP AND METER VAULT, UNLESS OTHERWISE NOTED. 11.SANITARY SEWER SERVICES SHALL BE 6" SDR-35 PVC @ 2%. 12.WATER MAINS SHALL BE AWWA C-900 PVC. 13.ALL WATER SERVICES THAT CROSS UNDER STORM SEWER PIPES SHALL BE CENTERED UNDER BARREL OF STORM PIPE SO NO JOINTS OCCUR WITHIN 10' EACH SIDE OF SERVICE OR JOINTS SHALL BE CONCRETE ENCASED. 14.SUBDRAIN MAINS SHALL BE 8" DIA. PERFORATED PVC PIPE & SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS. 15.SUBDRAIN CLEANOUTS SHALL BE 8" DIA. NON-PERFORATED PVC PIPE & SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS. 16.A VERTICAL SWEEP BEND COUPLING SHALL CONNECT THE CLEANOUT WITH THE SUBDRAIN MAIN FOR EASE OF MAINTENANCE TOOL ACCESS. 17.A 3" SUBDRAIN LATERAL SHALL BE PROVIDED TO EACH BUILDING. 18.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. }19.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. 20.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 21.THE DISTRICT IS NOT RESPONSIBLE OR LIABLE FOR THE DESIGN, INSTALLATION OR OPERATION OF THE SUBDRAIN SYSTEM. W G T E/T/C EXISTING STORM SEWER PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY RIGHT-OF-WAY PROPOSED ELECTRIC E F PROPOSED FIRE SERVICE PROPOSED AREA DRAIN INLET EXISTING CABLE CTV 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 K�� '� ��. C�� . 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 Mr. Terry W. Farrill, P.E., District Engineer Mr. Michael D. DiTullio, Manager Fort Collins - Loveland Water District South Fort Collins Sanitation District Date Date All changes, addendum, 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. INV. IN=4894.63 (W) INV. OUT=4894.63 (S) A A B B 98.78 98.78 98.69 97.63 97.97 98.39 98.39 98.30 97.05 96.95 SUB 96.86 SUB 96.95 SUB 96.56 SUB 94.88 SUB 94.91 SUB 95.22 SUB 95.71 SUB 95.58 SUB 96.14 SUB 96.47 SUB 96.56 SUB 6.10 LF 6" PVC @ 1.04% 96.71 1.3% 1.3% 1.3% 1.3% 1.1% 1.1% 2.5% 2.9% 1.8% 1.0% C/O INV. OUT=4895.45 (E) C/O INV. OUT=4896.61 (E) UD UD UD UD UD UD UD UD UD UD UD UD AREA INLET A3-1 INV. IN=4895.00 (E) INV. OUT=4892.23 (W) FG=4897.08 123.17 LF 6" SLOTTED PVC @ 0.69% A A 97.18 97.27 97.22 98.02 98.02 97.93 96.19 SUB 96.10 SUB 96.19 SUB 95.35 SUB 95.39 SUB 95.43 SUB 1.2% 1.2% 1.2% 1.2% 1.1% 1.1% C/O INV. OUT=4895.85 (W) No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� SG1 SUBGRADE PLAN A. Morse A. Boese 1"=10' 9 ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 K�� '� ��. C�� . 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 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY LEGEND: PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE 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 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 DETENTION SYSTEM ITEMS IN THE PERMEABLE PAVER PARKING LOT: - COMPACTION OF SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - INSTALLATION OF EDGE RESTRAINT(S) - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF SETTING BED - PLACEMENT OF UNIT PAVERS - PLACEMENT AND SWEEPING OF JOINT FILLER 5.DETENTION STORAGE SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS, AND THE GEOTECHNICAL ENGINEER MUST CONFIRM COMPACTION, PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 6.EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 7.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 8.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 PERMEABLE PAVEMENT SYSTEM. 9.EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 10.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. 11.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 12.THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. 13.BASE BID PAVERS SHALL BE AQUA-BRIC (80MM) BY BORGERT PRODUCTS IN THE 'NORTH SHORE' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45 HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). 14.CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. 15.ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. 16.LANDSCAPE ISLAND SHALL BE EXCAVATED DOWN TO SAME SUBGRADE ELEVATIONS AS ADJACENT PAVER SECTIONS. PROVIDE SUB-BASE, GEOTEXTILE NOTES: 2.0% EXISTING SPOT ELEVATION PROPOSED UNDERDRAIN PROPOSED PVC STORM PROPOSED EDGE RESTRAINT/RIBBON CURB UD PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 (33.43) SUB 001 SG1 SUBGRADE DETAIL 002 SG1 SUBGRADE DETAIL 003 SG1 SUBGRADE DETAIL 001 SG1 002 SG1 003 SG1 TM NOT TO SCALE PERMEABLE PAVER SECTION A 3" TM PERMEABLE PAVER SECTION B EXTEND FABRIC AND GEOMEMBRANE {NOTES: 24"-36" }1.FIELD WELD PIPE BOOT TO GEOMEMBRANE. 2.PROVIDE BUTYL TAC TAPE BETWEEN PIPE AND BOOT. 3.SECURE BOOT WITH STANLESS STEEL BAND CLAMP. 4.FOLLOW MANUFACTURER AND IAGI INSTALLATION RECOMMENDATIONS. ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK TRACT A TRACT B BLDG 10 BLDG 14 GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) UD UD UD UD UD UD UD UD UD UD BROOKFIELD DRIVE NORTHERN LIGHTS DRIVE LE FEVER DRIVE PRECISION DRIVE 20' 20' 20' MORNINGSIDE VILLAGE CONDOS OWNER: MORNINGSIDE VILLAGE MASTER ASSOCIATION INC. BLDG 31 BLDG 23 BLDG 22 DRYWELL BEDDING PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER RAIN GARDEN AMENDED NATIVE MATERIAL GRASS SWALE 20' 30' FL-FL 51' ROW 51' ROW 30' FL-FL 30' FL-FL 51' ROW 51' ROW 30' FL-FL No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 SU1 SUBSURFACE PLAN A. Morse A. Boese 1"=30' 8 CALL C 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 LEGEND: PVC GEOMEMBRANE LINER 4' DEEP CLAY SLURRY CURTAIN WALLS KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COARSE AGGREGATE RAIN GARDEN FULL INFILTRATION AMENDED NATIVE MATERIAL GARAGE APRON (TYP.) 51' ROW 51' ROW 51' ROW 4' 4' 4' 4'10' PEDESTRIAN TRAIL 4' 4.5' 4' 4' INLET INLET INLET INLET INLET INLET INLET 30' FL-FL 30' FL-FL 30' FL-FL 30' FL-FL REMAINDER OF TRAIL AND BRIDGE TO BE CONSTRUCTED BY THE CITY OF FORT COLLINS AT A FUTURE DATE. LIMITS OF ON-SITE IMPROVEMENTS TRACT A BROOKFIELD REPLAT MORNINGSIDE VILLAGE CONDOS OWNER: MORNINGSIDE VILLAGE MASTER ASSOCIATION INC. FOSSIL CREEK RESERVOIR INLET DITCH OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 BLDG 31 BLDG 23 BLDG 22 BLDG 14 P1 P1 P2 4 3 4 GARAGE APRON (TYP.) 4' 4' 2.92' 5.67' 4' 4' 4' 3 T 4 THICKENED CONCRETE EDGE THICKENED CONCRETE EDGE 4 T THICKENED CONCRETE EDGE T TRANSITION TO ZERO CURB IN 5' (TYP.) TRANSITION TO ZERO CURB IN 5' (TYP.) T P1 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� PV1 PAVEMENT PLAN A. Morse A. Boese 1"=30' 7 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY PROPOSED RIGHT-OF-WAY LEGEND: PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS, WALKS, AND PAVEMENT SECTIONS. 3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 4. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 5. FINAL EXTENTS OF FIRE LANE MARKINGS AND FINAL LOCATIONS OF "NO PARKING/FIRE LANE" SIGNS TO BE DETERMINED IN THE FIELD BY THE OWNER AND THE POUDRE FIRE AUTHORITY. 6. ALL PARKING STALLS SHALL BE 19' IN DEPTH. 7. ALL DRIVE SURFACES WITHIN FIRE LANES SHALL BE DESIGNED TO ACCOMMODATE FREQUENT HEAVY TRUCK TRAFFIC LOADINGS. 8. GARAGE APRONS SHALL BE PAVED WITH CONCRETE AND TYPICALLY GRADED AWAY FROM GARAGE AT 5% TO A GRADE BREAK LINE AT THE EDGE OF THE PRIVATE DRIVE SECTION. EASEMENT LINE PERMEABLE PAVERS CONCRETE FLATWORK PROPOSED CHASE PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER HEAVY DUTY PAVING (PUBLIC) 1 4 1' RIBBON CURB VERTICAL CURB AND GUTTER 2 1.5' INFALL CURB AND GUTTER 3 1.5' OUTFALL CURB AND GUTTER PX X' PAN CURB AND GUTTER LEGEND: CONCRETE PAVING REINFORCING MESH T CURB TRANSITION 5 VERTICAL BARRIER CURB OR MONOLITHIC 6" CURB TO CONCRETE PAVE EXISTING LOTLINE EXISTING RIGHT-OF-WAY PROPOSED LOTLINE 7.5' 4.17' 6" THICK CONCRETE MAILBOX PAD 6" THICK CONCRETE MAILBOX PAD 4.17' 7.5' 4' 4' 7.5' 4.17' 6" THICK CONCRETE MAILBOX PAD 10' TRAIL N:106225.72 E:215347.99 N:106297.94 E:215341.26 N:106032.92 E:215351.15 N:106210.53 E:215355.46 STAIRS 24' DE, UE, AE & EAE 20' EOC-EOC P2 END WALL N:105926.34 E:215312.77 P2 N:106177.26 E:215373.82 N:106265.21 E:215358.28 RETAINING WALL (TYP.) RETAINING WALL (TYP.) RETAINING WALL (TYP.) N:106344.90 E:215394.07 N:106197.51 E:215424.06 P2 START STANDARD PAN N:106063.86 E:215308.57 START TRANS. TO PAN N:106033.97 E:215307.84 1' EDGE REST 23' 23' 8' 8' 20' EOC-EOC N:106225.38 E:215320.98 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� HC3 HORIZONTAL CONTROL PLAN A. Morse A. Boese 1"=20' 6 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 MATCHLINE-SEE SHEET HC1 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 3. SINGLE POINT CURB TRANSITIONS ARE 6' 4. STEP CONFIGURATION IS APPROXIMATE. USE MAXIMUM: RISE >6.5" 2 x RISE + RUN = 26" NOTES: STANDARD ACCESS RAMP CORNER LOCATION ACCESS RAMP S A CURB AND GUTTER DIRECTIONAL ACCESS RAMP (FLARE OPTION) D CORNER FLARE ACCESS RAMP F X' PAN PX BI-DIRECTIONAL ACCESS RAMP B DIRECTION CORNER ACCESS RAMP C OUTFALL CURB & GUTTER PERMEABLE PAVERS PROPOSED RIGHT-OF-WAY EASEMENT LINE PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY HC1 HC2 HC3 MATCHLINE-SEE SHEET HC2 MATCHLINE-SEE SHEET HC1 MATCHLINE-SEE THIS SHEET (ABOVE-LEFT) MATCHLINE-SEE THIS SHEET (BELOW-RIGHT) N:105859.75 E:214881.61 N:105850.61 N:105851.11 E:215014.73 E:214993.77 N:105853.80 E:215127.17 N:106091.55 E:215000.44 N:106024.70 E:214886.26 N:106027.89 E:214998.70 C C LOT LINE (TYP.) N:106052.87 E:215284.95 � � � � � N:105927.16 E:214951.43 N:105923.54 E:215100.70 N:106016.77 E:215315.91 N:106017.91 E:215268.93 4' WALK N:106079.83 E:215286.60 N:105953.99 E:214952.72 HC PARKING SIGN N:105967.50 N:105966.84 E:215116.50 E:215042.58 N:105968.18 E:215047.32 OWNER: MORNINGSIDE VILLAGE MASTER ASSOCIATION INC. MORNINGSIDE VILLAGE CONDOS 2' SIDEWALK CHASE N:106054.15 E:214918.09 2' SIDEWALK CHASE N:106053.75 E:214877.23 3.52' (TYP.) 3.34' (TYP.) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT STOP w/ STREET SIGN (TYP.) STOP w/ STREET SIGN (TYP.) NORTHERN LIGHTS DRIVE 2' SIDEWALK CHASE N:105826.23 E:215006.66 2' TRICKLE PAN P2 P2 P2 N:105933.10 E:215149.00 N:105932.37 E:215178.99 N:105928.70 E:215189.40 1' PAN RETAINING WALL END WALL N:105926.34 E:215312.77 END PAN N:105926.28 E:215293.71 8' (TYP.) N:106073.35 E:215265.44 2' SIDEWALK CHASE N:105927.95 E:215178.88 2X2 PAN EACH SIDE (TYP.) INLET (TYP.) INLET INLET P2 START TRANS. TO PAN N:106033.97 E:215307.84 1' EDGE REST 1' EDGE REST 1' EDGE REST BARRIER CURB 6" EDGE REST BARRIER CURB N:105954.33 E:215123.51 BARRIER CURB N:105956.92 E:215047.05 6" EDGE REST 2' TRANS TO 2' PAN P2 START STANDARD 2' PAN N:105939.43 E:214995.70 1' EDGE REST N:105942.37 E:214874.53 N:105939.52 E:214991.73 N:105938.19 E:215046.59 CONCRETE DRIVE ACCESS N:105942.99 E:214849.04 19' 9' 9' 30' FL-FL 51' ROW 30' FL-FL 51' ROW 23' 23' 23' 51' ROW 30' FL-FL 5' (TYP.) 20' EOC-EOC 24' DE, UE, AE & EAE 24' DE, UE, AE & EAE 20' EOC-EOC 24' DE, UE, AE & EAE 20' EOC-EOC TRACT F REPLAT OF BROOKFIELD LINE TABLE LINE L1 L2 L3 L7 L9 L11 L12 L14 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 LENGTH 177.74' 367.51' 177.76' 26.50' 163.67' 163.67' 36.54' 85.36' 59.61' 6.29' 77.20' 6.29' 10.00' 368.92' 43.32' 456.21' 13.31' 141.35' 177.67' 117.67' BEARING S88�36'33.48"E N01�23'26.52"E N89�29'01.98"W S69�55'04.82"E N88�36'25.29"W N88�36'25.29"W S33�25'30.74"W S88�36'33.48"E S10�27'30.10"E S62�23'26.52"W S08�21'30.23"W N59�36'33.48"W N01�23'26.52"E N01�23'26.52"E S88�36'33.48"E N01�23'26.52"E S88�36'33.48"E S88�36'33.48"E N01�23'43.30"E N01�23'43.30"E LINE TABLE LINE L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 LENGTH 107.67' 9.99' 13.30' 6.29' 85.35' 6.29' 163.67' 234.99' 148.46' 6.64' 5.58' 550.02' 80.09' 79.88' 6.26' 268.61' 177.74' 367.51' 177.76' 6.26' BEARING N01�23'43.30"E S01�23'27.25"W S88�36'33.48"E N59�36'33.48"W N88�36'33.48"W N62�23'26.52"E N88�36'33.48"W S89�29'01.98"E S89�29'01.98"E S89�29'01.98"E S89�29'01.98"E N01�23'26.52"E N01�23'26.52"E N01�23'26.42"E S62�46'48.87"W N88�36'33.48"W S88�36'33.48"E N01�23'26.52"E N89�29'01.98"W N59�59'55.82"W LINE TABLE LINE L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 LENGTH 121.74' 111.87' 10.00' 13.00' 17.00' 76.00' 16.26' 328.49' 296.98' 121.37' 6.26' 6.26' 268.65' 10.00' 111.89' 13.01' 17.00' 76.00' 17.00' 10.00' BEARING N88�36'33.48"W S88�36'33.48"E N01�23'26.52"E N88�36'33.48"W N01�23'26.52"E N88�36'33.48"W N01�23'26.52"E N01�23'25.49"E N01�23'26.52"E N89�29'01.98"W S62�46'48.87"W N60�01'03.19"W N89�29'01.98"W S01�23'26.52"W S89�29'01.98"E N89�29'01.98"W S00�30'58.02"W N89�29'01.98"W S00�30'58.02"W N01�23'26.52"E LINE TABLE LINE L68 L69 L70 L71 L72 L73 L74 L75 L76 LENGTH 10.00' 9.99' 52.60' 40.84' 158.13' 67.96' 70.45' 40.84' 30.05' BEARING S01�23'26.52"W S01�23'27.25"W S27�19'34.34"W S88�36'33.48"E S01�23'26.52"W N88�36'33.11"W N86�59'11.99"W N88�36'33.48"W S33�20'30.74"W CURVE TABLE CURVE C6 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 DELTA 18�49'00" 89�59'43" 90�00'17" 89�59'43" 90�00'17" 59�27'35" 103�15'36" 112�15'56" 90�52'29" 10�41'44" 90�52'29" 89�07'31" 90�52'29" 89�07'31" 90�00'00" 90�00'00" 116�31'05" 63�28'25" 90�52'29" 89�59'51" RADIUS 105.00' 25.00' 20.00' 20.00' 25.00' 65.00' 25.00' 68.00' 30.00' 392.50' 20.00' 20.00' 20.00' 20.00' 25.00' 3.00' 3.00' 10.00' 25.00' 3.00' LENGTH 34.48' 39.27' 31.42' 31.41' 39.27' 67.45' 45.06' 133.24' 47.58' 73.27' 31.72' 31.11' 31.72' 31.11' 39.27' 4.71' 6.10' 11.08' 39.65' 4.71' BEARING S01�03'00"E N46�23'35"E S43�36'25"E S46�23'35"W N43�36'25"W S40�11'17"E S18�17'17"E N44�02'48"W N44�02'48"W N85�10'06"E S44�02'48"E N45�57'12"E N44�02'48"W S45�57'12"W N46�23'27"E S43�36'33"E N59�38'59"E S30�21'16"E N44�02'48"W S45�30'57"W CHORD 34.33' 35.35' 28.29' 28.28' 35.36' 64.47' 39.20' 112.92' 42.75' 73.16' 28.50' 28.07' 28.50' 28.07' 35.36' 4.24' 5.10' 10.52' 35.62' 4.24' CURVE TABLE CURVE C27 C28 C29 C30 C31 DELTA 115�13'18" 63�54'15" 26�21'21" 43�49'52" 103�15'36" RADIUS 3.00' 10.00' 95.74' 205.00' 35.00' LENGTH 6.03' 11.15' 44.04' 156.82' 63.08' BEARING N57�05'41"W S33�20'33"W S04�52'03"E S05�24'38"W S18�17'17"E CHORD 5.07' 10.58' 43.65' 153.03' 54.88' No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� HC2 HORIZONTAL CONTROL PLAN A. Morse A. Boese 1"=20' 5 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 MATCHLINE-SEE SHEET HC1 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 3. SINGLE POINT CURB TRANSITIONS ARE 6' 4. STEP CONFIGURATION IS APPROXIMATE. USE MAXIMUM: RISE >6.5" 2 x RISE + RUN = 26" NOTES: STANDARD ACCESS RAMP CORNER LOCATION ACCESS RAMP S A CURB AND GUTTER DIRECTIONAL ACCESS RAMP (FLARE OPTION) D CORNER FLARE ACCESS RAMP F X' PAN PX BI-DIRECTIONAL ACCESS RAMP B DIRECTION CORNER ACCESS RAMP C OUTFALL CURB & GUTTER PERMEABLE PAVERS PROPOSED RIGHT-OF-WAY EASEMENT LINE PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY MATCHLINE-SEE SHEET HC3 HC1 HC3 HC2 N:106134.59 E:215119.54 N:106258.60 E:215122.55 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK FUTURE 4.5' WALK 4.5' WALK FUTURE 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK 4.5' WALK N:106305.07 E:215147.53 N:106306.08 E:215035.64 N:106389.76 E:214894.39 N:106224.33 E:214891.54 N:106091.55 E:215000.44 N:106217.40 E:215003.82 N:106394.48 E:215027.38 N:106190.06 E:214939.40 N:106394.67 E:215006.78 N:106387.55 E:215139.66 C C D D LOT LINE N:106193.82 E:215288.37 4' WALK W W N:106079.83 E:215286.60 N:106126.82 E:215287.74 N:106226.52 E:215273.99 N:106229.14 E:215207.04 N:106300.95 E:215217.26 N:106292.80 E:214960.33 4' WALK N:106318.73 E:215110.87 N:106320.07 E:214961.93 BROOKFIELD DRIVE N:106316.24 E:215267.16 OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 N:106202.06 E:215251.42 HC PARKING SIGN N:106274.50 E:215124.50 N:106274.26 E:215050.05 N:106275.22 E:215131.09 FUTURE 4.5' WALK FUTURE 4.5' WALK FUTURE 4.5' WALK 2' SIDEWALK CHASE N:106193.91 E:214921.49 2' SIDEWALK CHASE N:106201.24 E:214880.81 2' SIDEWALK CHASE N:106408.60 E:215020.20 2' SIDEWALK CHASE N:106313.67 E:215208.05 2' SIDEWALK CHASE N:106327.67 E:215200.03 2' SIDEWALK CHASE N:106118.72 E:215143.01 2' TRICKLE PAN N:106395.03 E:214834.50 D D D STOP w/ STREET SIGN (TYP.) STREET NAME SIGN N:106307.68 E:214857.89 N:106204.65 E:214880.90 N:106214.51 E:215191.84 9' UTILITY EASEMENT 9' UTILITY EASEMENT 3.33' (TYP.) 3.96' (TYP.) 5.99' TRACT F REPLAT OF BROOKFIELD 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT P2 P2 P2 P2 P2 P2 2X2 PAN EACH SIDE (TYP.) 2X2 PAN EACH SIDE (TYP.) N:106120.31 E:215267.58 N:106167.29 E:215268.72 N:106174.32 E:215267.89 4' (TYP.) N:106346.70 E:215278.54 N:106376.26 E:215286.43 INLET INLET INLET BARRIER CURB N:106287.90 E:215055.20 6" EDGE REST BARRIER CURB N:106287.22 E:215131.20 6" EDGE REST 2' TRANS TO 2' PAN N:106305.90 E:215055.37 CONCRETE DRIVE ACCESS 19' 9' 9' 30' FL-FL 51' ROW 51' ROW 30' FL-FL 30' FL-FL 51' ROW 8' 8' 23' 23' 23' 8' 5' (TYP.) 24' DE, UE, AE & EAE 20' EOC-EOC 20' EOC-EOC 24' DE, UE, AE & EAE 20' EOC-EOC 24' DE, UE, AE & EAE DRY WELL DRAIN BASIN CLEAN OUT No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� HC1 HORIZONTAL CONTROL PLAN A. Morse A. Boese 1"=20' 4 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 MATCHLINE-SEE SHEET HC2 Environmental Planner KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 3. SINGLE POINT CURB TRANSITIONS ARE 6' 4. STEP CONFIGURATION IS APPROXIMATE. USE MAXIMUM: RISE >6.5" 2 x RISE + RUN = 26" NOTES: STANDARD ACCESS RAMP CORNER LOCATION ACCESS RAMP S A CURB AND GUTTER DIRECTIONAL ACCESS RAMP (FLARE OPTION) D CORNER FLARE ACCESS RAMP F X' PAN PX BI-DIRECTIONAL ACCESS RAMP B DIRECTION CORNER ACCESS RAMP C OUTFALL CURB & GUTTER PERMEABLE PAVERS PROPOSED RIGHT-OF-WAY EASEMENT LINE PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY MATCHLINE-SEE SHEET HC3 HC2 HC3 HC1 8" W 8" W 8" W �� T TELE T T T T T T �2� GAS G G GAS E E VAULT ELEC VAULT ELEC ELEC � E E E 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS � � � � � �.�. �.�. � W BROOKFIELD DRIVE NORTHERN LIGHTS DRIVE PRECISION DRIVE TRACT F PLAT OF BROOKFIELD MORNINGSIDE VILLAGE CONDOS FOSSIL CREEK RESERVOIR INLET DITCH �510LF EXISTING BARBED WIRE FENCE TO BE REMOVED EXISTING STORM INLET EXISTING STORM INLET EXISTING 8" PVC WATERLINE (CITY OF FORT COLLINS) EXISTING 15" PVC SANITARY SEWER (SFCSD) EXISTING FIRE HYDRANT EXISTING 38"x60" ERCP EXISTING 10' WALK WETLAND EXISTING 8" PVC WATERLINE (CITY OF FORT COLLINS) EXISTING 12" PVC SANITARY SEWER (SFCSD) EXISTING SANITARY SEWER STUB (TYP.) APPROXIMATE LOCATION EXISTING SANITARY SEWER SERVICE EXISTING 30' FL-FL EXISTING 30' FL-FL EXISTING 20' DRAINAGE EASEMENT EXISTING 51' ROW EXISTING 9' UTILITY EASEMENT EXISTING 51' ROW OWNER: IMAGO ENTERPRISES INC 140 PALMER DR. FORT COLLINS, CO 80525 EXISTING FIRE HYDRANT EXISTING 12" PVC SANITARY SEWER WITH 8" PVC SLOTTED SUBDRAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OWNER: MORNINGSIDE VILLAGE MASTER ASSOCIATION INC. EXISTING 49' TEMPORARY DRAINAGE AND GRADING EASEMENT POND A EXISTING WATER CURB STOP/METER PIT (TYP.) TRACT A TRACT B BROOKFIELD LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 EXISTING 51' ROW EXISTING 51' ROW LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD TRACT D PLAT OF BROOKFIELD No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: July 13, 2015 PROJECT: 374-020 Sheet Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� EX1 DEMOLITION PLAN EXISTING CONDITIONS & R. Banning A. Boese 1"=40' 3 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . 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 KEYMAP FOX DEN BUFFER ZONE NORTHERN BROOKFIELD LIGHTS DRIVE DRIVE COVERED ENTRY ENTRY COVERED DECK COVERED COVERED ENTRY ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED DECK COVERED ENTRY COVERED ENTRY COVERED ENTRY DECK DECK DECK DECK COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY ENTRY COVERED COVERED ENTRY COVERED ENTRY COVERED ENTRY 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. MILL AND OVERLAY OF STREET CUT AREAS MAY BE REQUIRED. CONTACT CITY ENGINEER FOR INSPECTION. 8. TOPO HAS BEEN PROVIDED BY LANDMARK CONSTRUCTION SOLUTIONS. EXISTING IMPROVEMENTS AND TOPO AS SHOWN ARE ASSUMED CORRECT, HOWEVER, CONTRACTOR MUST VERIFY QUANTITIES AND CONNECTIONS PRIOR TO CONSTRUCTION. EXISTING ELECTRIC E G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT LIMITS OF DISTURBANCE LOD EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 H Y D CONTROL IRR G EXISTING TREES (TO BE REMOVED) EXISTING IRRIGATION IRR SAWCUT LINE W E LEGEND: EXISTING CABLE CTV A. Morse A. Boese NTS 2 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 sanitary sewer, storm sewer and water line 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 Final Drainage and Erosion Control Report for Brookfieldby Northern Engineering Services, Inc. dated July 13, 2015, 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 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: NGVD 29 UNADJUSTED (OLD FORT COLLINS DATUM) BENCHMARK #1: City of Fort Collins Benchmark 55-01 Southeast corner of Strauss Cabin Rd. and Harmony Road in a street light pole base. Elevation= 4847.76 NGVD 29 UNADJUSTED BENCHMARK #2: City of Fort Collins Benchmark 07-07 0.5 miles South of Harmony Rd. and Strauss Cabin Rd., on the West side of Strauss Cabin Rd. on theNorthwest wingwall of the bridge over an irrigation canal on a Larimer County Cap. Elevation= 4875.97 NGVD 29 UNADJUSTED NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED FOR THIS PROJECT. NAVD88 = NGVD UNADJUSTED+ 3.19' 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: a. N/A b. N/A 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 priorto 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. 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. 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 waterline construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. All sanitary sewer construction shall conform to the South Fort Collins Sanitation District Standards and Specification current at the date of construction. 3. 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. 4. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 5. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Of 33 BROOKFIELD REPLAT A T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 07/13/15 E N G I N E E R I N G � � � � � � �� 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 PHONE: 970.221.4158 ��.��.�� CS1 COVER SHEET A. Morse A. Boese NTS 1 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 K�� '� ��. C�� . R JULY, 2015 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: The Birdsall Group 444 Mountain Ave Berthoud, CO 80513 (970) 532-5891 Landmark Construction Solutions 1170 W Ash Street #100 Windsor, CO 80550 (970) 330-4316 GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--SFCSD------------------------------------ Terry W. Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 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 Northern Engineering Services, Inc. Ryan Banning, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT United States Infrastructure Corporation, LLC 5803 Lockheed Avenue Loveland, Colorado 80538 (970) 622-9792 ** The underground utility locates provided by United States Infrastructure Corporation, LLC. are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP NORTH 1"=2000' DEVELOPER/APPLICANT SUBSURFACE UTILITY LOCATES** SITE ENGINEER SURVEYOR PROJECT DATUM: NGVD 29 UNADJUSTED (OLD FORT COLLINS DATUM) BENCHMARK #1: City of Fort Collins Benchmark 55-01 Southeast corner of Strauss Cabin Rd. and Harmony Road in a street light pole base. Elevation= 4847.76 NGVD 29 UNADJUSTED BENCHMARK #2: City of Fort Collins Benchmark 07-07 0.5 miles South of Harmony Rd. and Strauss Cabin Rd., on the West side of Strauss Cabin Rd. on theNorthwest wingwall of the bridge over an irrigation canal on a Larimer County Cap. Elevation= 4875.97 NGVD 29 UNADJUSTED NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED FOR THIS PROJECT. NAVD88 = NGVD UNADJUSTED+ 3.19' Basis of Bearings Basis of Bearings is North line of Tract D, Plat of Brookfield, as bearing South 89�29'02" East (assumed). PROJECT BENCHMARKS: SHEET INDEX CS1 COVER SHEET CS2 GENERAL AND CONSTRUCTION NOTES EX1 EXISTING CONDITIONS & DEMOLITION PLAN GRADING PLAN U1 G1-G4 OVERALL UTILITY PLAN SUBDIVISION PLAT (FOR REFERENCE ONLY) BROOKFIELD LOTS 1-12, TRACT E AND A PORTION OF TRACT D, PLAT OF BROOKFIELD, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DR1 OVERALL DRAINAGE EXHIBIT SS1 SANITARY LINE A PLAN AND PROFILES D1-D3 UTILITY DETAILS D4-D5 DRAINAGE DETAILS D6-D7 SITE DETAILS EC2-EC3 EROSION CONTROL DETAILS HC1-HC3 HORIZONTAL CONTROL PLAN PV1 PAVEMENT PLAN SG1 SUBGRADE PLAN EC1 EROSION CONTROL PLAN 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 ST1 ST2 SU1 SUBSURFACE PLAN Mr. Terry W. Farrill, P.E., District Engineer Mr. Michael D. DiTullio, Manager Fort Collins - Loveland Water District South Fort Collins Sanitation District Date Date All changes, addendum, 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. TYPICAL SECTIONS STORM DRAIN LINE A & A4 PLAN AND PROFILES STORM DRAIN LINE A2, & A2-2 PLAN AND PROFILES R1-R2 BROOKFIELD DRIVE PLAN AND PROFILES R3 LE FEVER DRIVE PLAN AND PROFILES R4 NORTHERN LIGHTS DRIVE PLAN AND PROFILES ST3 STORM DRAIN LINE A3, A5 & A5-1 PLAN AND PROFILES