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HomeMy WebLinkAboutEAST RIDGE THIRD FILING REPLAT - BDR190011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (5)PRIVATE DRIVE A PRIVATE DRIVE B PRIVATE DRIVE F PRIVATE DRIVE 92+I 50.00 to 96+18.88 PRIVATE DRIVE 6' 20' TRACT 6' UTILITY EASEMENT UTILITY EASEMENT BACK OF CURB TO BACK OF RIBBON PRIVATE DRIVE C PRIVATE DRIVE D PRIVATE DRIVE E PRIVATE DRIVE G PRIVATE DRIVE H PRIVATE DRIVE 90+I 00.00 to 92+50.00 PRIVATE DRIVE CONCRETE RIBBON 2.25% ROLL-OVER OR VERTICAL CURB & GUTTER (TYP.) PROPOSED BASE COURSE (TYP.) PROPOSED ASPHALT PAVEMENT SECTION (TYP.) 6' 20' TRACT 6' UTILITY EASEMENT UTILITY EASEMENT BACK OF CURB TO BACK OF RIBBON CONCRETE RIBBON 2.25% ROLL-OVER OR VERTICAL CURB & GUTTER (TYP.) PROPOSED BASE COURSE (TYP.) PROPOSED ASPHALT PAVEMENT SECTION (TYP.) CV01 SHEET COVER JEP JPD JULY 2019 UTILITY PLANS FOR: MOSAIC TOWNHOMES East Ridge Holdings LLC. Patrick McMeekin 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DEVELOPER / APPLICANT GEOTECHNICAL ENGINEER CTL Thompson Inc. 351 Linden Street, Unit 140 Fort Collins, Colorado 80524 CV02 CONSTRUCTION NOTES GENERAL AND JEP JPD 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 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 18''SS 18''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 12''W 12''W 8''W 8''W 12''W 12''W 12''W 12''W 12''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 18''SS 18''SS 18''SS 18''SS 18''SS S S S S 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 29 LOT 28 LOT 27 LOT 31 LOT 30 LOT 25 LOT 7 LOT 8 LOT 9 LOT 24 LOT 23 LOT 6 LOT 26 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 19 LOT 22 LOT 21 LOT 20 LOT 18 LOT 17 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 TRACT Q TRACT P BLOCK 21 BLOCK 19 (UNPLATTED) OWNER: WHITHAM FARMS LLC REC. NO. 20010120159 NORTHEAST CORNER SECTION 8, T.7N., R.68W. FOUND 2 1/2" ALUMINUM CAP ON #6 REBAR, LS 28285, 2000 IN MONUMENT BOX N=19948.88 E=12609.27 BIPLANE STREET BARNSTORMER STREET VINE DRIVE BURLINGTON NORTHERN RAILROAD 8''SS 8''SS 8''SS 8''SS 8''SS 18''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''W 12''W 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 18''SS 18''SS 8''SS 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS LOT 4 LOT 5 LOT 28 LOT 27 LOT 25 LOT 7 LOT 8 LOT 9 LOT 24 LOT 23 LOT 6 LOT 26 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 19 LOT 22 LOT 21 LOT 20 LOT 18 LOT 17 LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 10 LOT 8 LOT 11 BLOCK 21 (UNPLATTED) OWNER: WHITHAM FARMS LLC REC. NO. 20010120159 BIPLANE STREET BARNSTORMER STREET VINE DRIVE BURLINGTON NORTHERN RAILROAD 8''SS 8''SS 8''SS S S S S S S S S S S S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S S S S LOT 1 LOT 2 LOT 16 LOT 1 LOT 15 LOT 3 LOT 14 LOT 3 LOT 16 LOT 2 LOT 17 LOT 18 LOT 2 LOT 3 LOT 4 LOT 5 LOT 13 LOT 12 LOT 11 LOT 10 LOT 1 LOT 14 BLOCK 7 BLOCK 8 BLOCK 9 YEAGER STREET BARNSTORMER STREET 53.75 53.74 53.73 53.76 53.82 53.65 53.65 53.66 53.73 53.78 53.60 53.23 52.63 53.87 53.95 53.95 53.95 53.95 53.95 53.95 53.87 53.87 53.78 53.78 53.78 53.86 53.78 53.86 53.78 53.78 53.87 53.58 53.67 53.61 53.63 53.74 53.44 53.74 53.65 53.51 53.66 53.62 LOT 4 LOT 5 LOT 6 LOT 11 LOT 10 LOT 7 LOT 9 LOT 8 LOT 2 LOT 3 LOT 4 LOT 7 LOT 6 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 29 LOT 28 LOT 27 LOT 31 LOT 30 LOT 25 LOT 6 LOT 7 LOT 26 LOT 1 LOT 8 BLOCK 9 BLOCK 20 BLOCK 21 MARQUISE STREET 54.49 54.22 53.52 53.32 56.33 56.33 56.33 56.33 56.33 56.33 55.66 55.75 55.75 55.66 55.65 55.66 55.75 55.66 55.75 55.66 55.75 55.75 54.47 54.55 54.31 54.27 54.45 54.48 54.56 54.47 54.50 54.56 54.32 54.51 54.47 54.55 54.12 53.80 54.76 54.84 54.85 LOT 25 LOT 7 LOT 8 LOT 9 LOT 24 LOT 23 LOT 6 LOT 26 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 19 LOT 22 LOT 21 LOT 20 BARNSTORMER STREET 55.87 55.51 55.19 54.79 56.59 55.97 57.18 59.03 59.04 59.03 59.04 59.03 59.04 57.09 55.67 55.35 55.03 54.77 55.02 56.38 57.30 57.18 57.19 57.86 58.46 57.17 58.46 57.86 57.25 57.33 57.33 57.33 57.33 57.33 57.33 57.25 57.25 57.86 57.04 57.15 56.95 57.15 57.26 56.97 57.15 57.23 56.98 57.08 57.17 57.85 58.46 8''SS 8''SS 8''SS 8''SS 8''SS 18''SS 18''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 8''W 8''W 12''W 12''W 12''W 12''W 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W 8''W 8''W 8''W 8''W 8''W 18''SS 18''SS 18''SS S 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 29 LOT 28 LOT 27 LOT 31 LOT 30 LOT 25 LOT 7 LOT 8 LOT 9 LOT 24 LOT 23 LOT 6 LOT 26 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 19 LOT 22 LOT 21 LOT 20 LOT 18 LOT 17 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 BLOCK 21 BLOCK 19 (UNPLATTED) OWNER: WHITHAM FARMS LLC REC. NO. 20010120159 PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 8''SS 8''SS 8''SS M M S S S S S S 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 13+00 12+00 11+00 10+00 9+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 8" SSWR PIPE 99.76 LF - 8'' PVC @ 2.00% 132.82 LF - 8'' PVC @ 1.60% STA=12+32.57 SSMH 1.2 4'Ø MH RIM=4952.61 INV OUT (8" S)=4942.52 DEPTH=10.09 STA=10+99.76 SSMH 1.1 4'Ø MH RIM=4951.33 INV IN (8" N)=4940.40 INV OUT (8" W)=4940.20 DEPTH=11.14 STA=10+00.00 SSMH 1 4'Ø MH RIM=4950.44 INV IN (8" E)=4938.20 INV OUT (8" S)=4938.00 DEPTH=12.44 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 22+00 21+00 20+00 19+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 18" SSWR PIPE STA=20+00.00 SSMH 2.1 4'Ø MH RIM=4952.24 INV IN (8" N)=4934.55 INV IN (18" W)=4933.72 INV OUT (18" E)=4933.72 DEPTH=18.53 183.00 LF - 8'' PVC @ 4.00% STA=21+83.00 SSMH 2.1-1 4'Ø MH RIM=4953.39 INV OUT (8" S)=4941.87 DEPTH=11.52 9.5' PROPOSED STORM CROSSING 12''W 12''W 12''W 18''SS 18''SS 18''SS 12''W 8''SS 18''SS 8''SS 8''SS 8''SS 8''SS S S S S 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 72+00 71+00 70+00 69+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 8" SSWR PIPE STA=70+00.00 SSMH 2.6 4'Ø MH RIM=4952.60 INV IN (8" N)=4939.08 INV IN (8" E)=4939.08 INV OUT (8" W)=4938.87 DEPTH=13.72 178.00 LF - 8'' PVC @ 2.80% STA=71+78.00 SSMH 2.6-1 4'Ø MH RIM=4954.11 INV OUT (8" S)=4944.06 DEPTH=10.05 3.2' PROPOSED STORM CROSSING 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS M M S S S S 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA=10+00.00 EXMH A 6'Ø FLAT TOP MH RIM=4948.88 INV IN (36" N)=4942.42 DEPTH=6.46 54.17 LF - 36'' RCP @ 0.50% STA=20+00.00 (STORM A1) STA=10+54.17 STORM A SDMH A1 6'Ø FLAT TOP MH RIM=4949.31 INV IN (30" E)=4943.19 INV IN (30" W)=4943.19 INV OUT (36" S)=4942.69 DEPTH=6.62 65.21 LF - 30'' RCP @ 0.50% STA=11+19.38 INLET A2 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE RIM=4949.97 INV IN (24" E)=4944.02 INV OUT (30" W)=4943.52 DEPTH=6.45 107.25 LF - 24'' RCP @ 0.50% STA=12+26.63 INLET A3 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE RIM=4950.05 INV IN (24" E)=4944.55 INV OUT (24" W)=4944.55 DEPTH=5.50 98.75 LF - 24'' RCP @ 0.50% STA=13+25.38 INLET A4 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 24+00 23+00 22+00 21+00 20+00 19+50 STA=10+54.17 (STORM A) STA=20+00.00 STORM A1 SDMH A1 6'Ø FLAT TOP MH RIM=4949.31 INV IN (30" E)=4943.19 INV IN (30" W)=4943.19 INV OUT (36" S)=4942.69 DEPTH=6.62 STA=20+33.54 INLET A1.1 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE RIM=4948.11 INV IN (24" W)=4943.86 INV OUT (30" E)=4943.36 DEPTH=4.75 33.54 LF - 30'' RCP @ 0.50% 107.18 LF - 24'' RCP @ 0.50% STA=21+40.72 INLET A1.2 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE RIM=4948.54 INV IN (24" W)=4944.39 INV OUT (24" E)=4944.39 DEPTH=4.14 98.75 LF - 24'' RCP @ 0.50% STA=22+39.47 INLET A1.3 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE RIM=4950.02 INV IN (18" W)=4945.39 INV OUT (24" E)=4944.89 DEPTH=5.13 107.30 LF - 18'' RCP @ 0.50% STA=23+46.77 INLET A1.4 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 29+50 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50 STA=30+00.00 EX INLET B TRIPLE TYPE 13 COMBO INLET RIM=4950.59 INV IN (42" N)=4941.41 DEPTH=9.18 31.25 LF - 42'' RCP @ 0.52% STA=40+00.00 (STORM B1) STA=30+31.25 STORM B SDMH B1 7'Ø MH RIM=4951.47 INV IN (36" E)=4942.07 INV IN (24" W)=4943.07 INV OUT (42" S)=4941.57 DEPTH=9.89 STA=30+66.72 INLET B2 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE RIM=4950.31 INV IN (30" E)=4942.75 INV OUT (36" W)=4942.25 DEPTH=8.06 35.47 LF - 36'' RCP @ 0.50% 98.75 LF - 30'' RCP @ 0.50% STA=31+65.47 INLET B3 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE RIM=4952.09 INV IN (30" E)=4943.24 INV OUT (30" W)=4943.24 DEPTH=8.84 107.25 LF - 30'' RCP @ 0.50% STA=32+72.72 INLET B4 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE RIM=4951.54 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 42+00 41+00 40+00 39+50 STA=30+31.25 (STORM B) STA=40+00.00 STORM B1 SDMH B1 7'Ø MH RIM=4951.47 INV IN (36" E)=4942.07 INV IN (24" W)=4943.07 INV OUT (42" S)=4941.57 DEPTH=9.89 STA=41+70.78 INLET B1.2 NYLOPLAST DRAIN BASIN W/ 12" DOME GRATE RIM=4952.02 INV OUT (12" E)=4944.93 DEPTH=7.09 STA=40+72.03 INLET B1.1 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE RIM=4951.07 INV IN (12" W)=4944.43 INV OUT (24" E)=4943.43 DEPTH=7.64 98.75 LF - 12'' RCP @ 0.50% 72.03 LF - 24'' RCP @ 0.50% 5.8' STA=41+21.15 INV=4938.02 SANITARY CROSSING HGL HGL HGL PROPOSED GRADE EXISTING GROUND 100 yr HGL 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS M 1 1/2''W LOT 1 LOT 16 TRACT A EAST RIDGE SECOND FILING 11+00 10+00 12+00 12+47.82 10+00 11+00 12+00 12+47.82 11+00 10+00 12+00 12+47.82 VICOT WAY BARNSTORMER STREET PRIVATE DRIVE A N00°19'07"E 247.82' LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 12 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 ROLLOVER CURB VERTICAL CURB 1' CONCRETE RIBBON 10' CURB CUT VATE DRIVE A: STA 9+50 T0 STA 13+00 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 13+00 12+00 11+00 10+00 9+50 ATE DRIVE A L: STA 9+50 T0 STA 13+00 4940 4945 4950 4955 4960 4940 4945 4950 4955 LOT 18 8''W 8''W 30+00 32+00 31+00 32+36.50 32+00 31+00 30+00 32+36.50 32+00 31+00 30+00 32+36.50 YEAGER STREET BARNSTORMER STREET PRIVATE DRIVE C N00°19'07"E 236.50' LOT 30 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 31 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 VERTICAL CURB ROLLOVER CURB 1' CONCRETE RIBBON 10' CURB CUT 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 33+00 32+00 31+00 30+00 29+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 33+00 32+00 31+00 30+00 29+50 4940 4945 4950 50+00 52+00 51+00 52+44.50 52+00 51+00 50+00 52+44.50 52+00 51+00 50+00 52+44.50 MARQUISE STREET BARNSTORMER STREET PRIVATE DRIVE E N00°19'07"E 244.50' LOT 54 LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 LOT 55 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 VERTICAL CURB ROLLOVER CURB 1' CONCRETE RIBBON 10' CURB CUT 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 53+00 52+00 51+00 50+00 49+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 53+00 52+00 51+00 50+00 49+50 4940 4945 4950 4955 4960 4940 70+00 72+00 71+00 72+44.50 72+00 71+00 70+00 72+44.50 72+00 71+00 70+00 72+44.50 BARNSTORMER STREET PRIVATE DRIVE G N00°19'07"E 244.50' LOT 78 LOT 73 LOT 74 LOT 75 LOT 79 LOT 84 LOT 83 LOT 81 LOT 82 LOT 76 LOT 77 LOT 80 VERTICAL CURB ROLLOVER CURB 1' CONCRETE RIBBON 10' CURB CUT 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 73+00 72+00 71+00 70+00 69+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 73+00 72+00 71+00 70+00 69+50 4940 4945 4950 4955 4960 4940 4945 4950 90+00 91+00 92+00 93+00 94+00 95+00 95+91.12 90+00 91+00 92+00 93+00 94+00 95+00 96+00 96+18.88 90+00 91+00 92+00 93+00 94+00 95+00 96+00 96+48.11 BARNSTORMER STREET PRIVATE DRIVE I PRIVATE DRIVE I N00°19'07"E 186.46' S89°40'53"E 136.00' S00°19'07"W 186.46' L=54.98', R=35.00' D=090°00'00" L=54.98', R=35.00' D=090°00'00" LOT 114 LOT 102 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 103 LOT 108 LOT 107 LOT 106 LOT 105 LOT 104 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 2' VALLEY PAN VERTICAL CURB VERTICAL CURB LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 12 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 19 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 30 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 31 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 42 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 LOT 43 LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 LOT 54 LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 LOT 55 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 BARNSTORMER STREET NAVION LANE YEAGER STREET VICOT WAY PRIVATE DRIVE A PRIVATE DRIVE B PRIVATE DRIVE C PRIVATE DRIVE E PRIVATE DRIVE D 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 SF SF SF SF IP IP SSA WD WD WD VTC VTC VTC CWA IP IP IP IP IP IP IP IP IP IP WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD 1 PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED: 6.30.16 Fut-A Fut-B BARNSTORMER STREET BARNSTORMER STREET VINE DRIVE VINE DRIVE BURLINGTON NORTHERN RAILROAD BURLINGTON NORTHERN RAILROAD K2 K3 K4 K5 K6 K7 K8 K9 K10 K11 L1 L2 L3 L4 L5 L6 K1 L7 L8 OS1 A1 A2 A3 B1 B2 OS3 acres K1 0.76 0.95 0.18 acres K2 0.67 0.84 0.68 acres K3 0.66 0.83 0.40 acres K4 0.67 0.84 0.71 acres K5 0.70 0.87 0.38 acres K6 0.66 0.83 0.71 acres K7 0.63 0.79 0.43 acres K8 0.70 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT01-DT03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: TRENCH WIDTH TABLE PVC PIPE DUCTILE IRON PIPE AC PIPE PIPE DIAMETER (inches) MAXIMUM TRENCH WIDTH (inches) PIPE DIAMETER (inches) (inches) TRENCH WIDTH MAXIMUM PIPE DIAMETER (inches) (inches) TRENCH WIDTH MAXIMUM 4 28 6 30 8 32 10 34 12 36 14 38 16 40 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT01-DT03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT02 SHEET SANITARY DETAILS JEP NEW 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 GENERAL MANAGER REVIEWED BY: STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT03 SHEET STORM DETAILS JEP NEW 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 o 4 CLAY CUTOFF WALL 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Kyle Pollock - 7/3/2019 HFH000013.20 07.03.19 # DateDescription Issue / Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT04 JEP NEW CityDate Engineer 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 NYLOPLAST DRAIN BASIN 1 W/ DOME GRATE 2 NON TRAFFIC INSTALLATION 3 FOR NYLOPLAST DRAIN BASIN NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE MINOR AMENDMENT STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT06 SHEET SITE DETAILS JEP NEW 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 Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT05 SHEET SITE DETAILS JEP NEW 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 6" 2"R. STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT06 SHEET SITE DETAILS JEP NEW 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 Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT07 DETAILS SHEET EROSION CONTROL JEP NEW 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 SILT FENCE SF STRAW WATTLE (SEE DETAIL 2 ON DT09 FOR DETAIL) STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT08 DETAILS SHEET EROSION CONTROL JEP NEW 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 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 DT09 DETAILS SHEET EROSION CONTROL JEP NEW 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 1 ROCK SOCK DETAIL 2 STABILIZED STAGING AREA 3 STOCKPILE MANAGEMENT 4 CONCRETE WASHOUT AREA CWA MINOR AMENDMENT MOSAIC TOWNHOMES CURB INLET PROTECTION VEHICLE CONTROL TRACKING PAD IP VTC 1 2 Mobilization Demolition Grading Utilities Installation Flat work Installation Vertical Installation Landscape Demobilization Best Management Practices (BMPs) Structural "Installation" Silt Fence Barriers* Contour Furrows (Ripping / Disking) Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Any prior inlets that could use protecting Rock Bags* Any prior inlets that could use protecting Collecting Asphalt / Concrete Saw Cutting Waste *All BMPs to be Removed once Construction is Complete. Vegetative Temporary Seeding Planting Any time the site will sit dorment longer than 30 Days. Mulching/Sealant Any time the site will sit dorment longer than 30 Days. Permanent Seeding Planting Sod Installation Other: 3 CONSTRUCTION FENCE 4 DANDY BAG IPDA MINOR AMENDMENT MOSAIC TOWNHOMES WATTLE INSTALLATION FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF 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. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE OR ROCK SOCK LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE OR ROCK SOCK AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE OR ROCK SOCK W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x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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 See Figure 16-1 SWSAMPLEAVE 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" 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 MINOR AMENDMENT MOSAIC TOWNHOMES 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) 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUT FALL CURB & GUTTER 8" BARRIER CURB 6" 1'-0" a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 6" 6" 6" 1'-6" 18" 10" 8" ROADWAY PAVEMENT FL F L 6" MOUNTABLE CURB 1 1/4" BARRIER CURB (KEY WAY OR EPOXY) 1/8" TO 1/4"R. 1"± 1/4" CONCRETE PAVEMENT (SECTION B) 1 1/2" 3" ASPHALT OR 6" 1 1/2"R. 1 1/2" (SECTION M) MOUNTABLE CURB (KEY WAY OR EPOXY) 3 1/2" 3" 1"± 1/4" 1"R. 6" 4" 1/8" TO 1/4"R. 6" w/concrete pavement 8" w/asphalt * * 6" 1-1/2" b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. Notes: REVEAL (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) 6" (FORT COLLINS ONLY) 1-1/2" TO MINOR AMENDMENT MOSAIC TOWNHOMES 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 See Figure 16-1 SWSAMPLEAVE 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" 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 MINOR AMENDMENT MOSAIC TOWNHOMES MOSAIC TOWNHOMES NEW DETAILS ADDED WITH MINOR AMENDMENT MINOR AMENDMENT MOSAIC TOWNHOMES DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. MINOR AMENDMENT MOSAIC TOWNHOMES 18 42 24 46 4 28 6 30 8 32 10 34 12 36 4 28 6 32 8 32 10 36 12 36 14 42 16 42 18 44 24 48 SEE TRENCH WIDTH TABLE BELOW ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: DT01 SHEET WATER DETAILS JEP NEW 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 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: REM 9/99 WATER MAIN STAINLESS STEEL TAPPING SLEEVE-I.P. FITTING (SUBJECT TO DISTRICT APPROVAL) BEDDING OF WATERMAIN- TYPE 'K' COPPER -ALL FITTINGS TO BE AWWA OR I.P. BY COPPER COMPRESSION PL SEE ELCO STANDARD BEDDING DETAIL 1-1/2" THROUGH 2" MINOR AMENDMENT MOSAIC TOWNHOMES 0.87 0.66 acres K9 0.63 0.79 0.43 acres K10 0.70 0.87 0.68 acres K11 0.64 0.80 0.37 acres L1 0.49 0.61 0.08 acres L2 0.74 0.93 0.57 acres L3 0.62 0.78 0.40 acres L4 0.72 0.90 0.67 acres L5 0.62 0.77 0.40 acres L6 0.70 0.87 0.70 acres L7 0.63 0.79 0.38 acres L8 0.70 0.87 0.72 acres OS1 0.38 0.48 0.54 acres B2 0.62 0.78 2.77 acres A3 0.66 0.83 1.54 acres A2 0.68 0.86 0.70 acres A1_rev 0.64 0.80 0.74 acres OS2 0.25 0.31 0.02 acres OS3 0.25 0.31 0.09 acres OS4 0.25 0.31 0.14 acres OS5 0.25 0.31 0.15 acres OS6 0.25 0.31 0.15 acres OS7 0.25 0.31 0.12 acres OS8 0.25 0.31 0.20 acres OS9 0.25 0.31 0.19 acres G1_rev 0.70 0.88 0.64 OS4 OS5 OS6 OS7 OS8 OS9 OS2 53 54 4955 52 53 53 53 52 51 51 54 53 52 52 53 52 52 52 51 51 52 52 52 53 52 53 51 51 51 51 52 51 51 51 52 53 52 53 53 52 52 52 52 52 52 53 52 52 51 52 51 4950 4950 49 49 49 49 49 4950 4950 51 4950 51 4950 51 51 52 52 52 52 53 53 53 53 53 52 53 53 51 52 52 51 51 51 4950 51 53 52 51 51 52 52 53 53 54 54 53 54 53 54 54 54 54 54 54 54 54 53 53 53 53 51 52 53 53 54 52 53 54 53 53 54 54 54 53 54 53 53 54 4955 4955 54 54 4955 54 54 52 52 52 54 53 52 53 54 53 52 53 51 51 54 52 53 54 54 53 54 54 54 53 54 4955 4955 53 53 53 54 4955 54 54 54 54 53 54 4955 4955 4955 53 52 53 54 54 56 56 54 53 4955 54 53 52 4955 54 54 4955 54 57 56 4955 53 54 56 54 4955 56 56 56 4955 56 57 56 4955 4955 4955 57 56 57 56 4956 4955 4954 4953 4952 4951 4950 4949 4948 4952 4953 4954 4955 4956 4950 4951 4952 4953 4954 4956 4949 4948 4947 4946 4945 4950 4950 4951 4952 4953 4954 4952 4952 4953 4954 4955 4956 4954 4953 4952 4951 4952 4951 4950 4949 4948 4947 4946 4953 4954 4955 4956 4957 4958 4953 4952 4954 4953 4955 4956 4957 4959 4960 4950 4950 4950 4950 4949 4949 4949 4950 4950 4951 4952 4951 4951 4952 4953 4954 4953 4952 4952 4952 4952 4953 4953 4952 4952 4951 4950 4951 4952 4953 4951 4952 4953 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 3 3 3 3 4 4 4 5 6 7 8 8 10 10 L8 L9 L10 acres L8 0.70 0.87 0.72 acres L9 0.66 0.82 0.36 acres L10 0.65 0.81 0.40 acres B1_rev 0.66 0.82 0.85 acres OS10 0.25 0.31 0.22 OS10 56 56 54 56 54 4955 56 56 57 58 57 58 57 58 57 58 56 57 57 56 58 57 56 57 56 4955 56 4955 4955 4955 56 56 57 57 57 58 57 58 57 58 4955 4964 4963 4962 4961 4960 4959 4958 4957 4954 4954 4956 4956 4956 4959 4958 4960 4958 4957 BURLINGTON NORTHERN RAILROAD 4954 4955 4955 4954 BARNSTORMER STREET 1 1 2 2 4 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DR01_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 DR01 PLANS DRAINAGE JEP NEW ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 DRAINAGE NOTES PROPOSED AREA INLET (e.g. NYLOPLAST DRAIN BASIN WITH GRATE) PROPOSED 10' CURB CUT PROPOSED STORM DRAIN A PROPOSED STORM DRAIN B CONNECT TO EXISTING STORM DRAIN C IN EAST RIDGE SECOND FILING CONNECT TO EXISTING STORM DRAIN D IN EAST RIDGE SECOND FILING EXISTING STORM DRAIN C (CONSTRUCTED W/EAST RIDGE SECOND FILING) EXISTING STORM DRAIN D (CONSTRUCTED W/EAST RIDGE SECOND FILING) EXISTING TYPE 'R' INLET - LENGTH VARIES EXISTING NO. 16 INLET - LENGTH VARIES 1 2 3 4 5 6 7 8 9 10 Tributary Area C2 C 100 tc | 2-Year tc | 100-Year Q 2 Q100 Sub-basin (acres) (min) (min) (cfs) (cfs) K1 0.18 0.76 0.95 5.0 5.0 0.4 1.7 K2 0.68 0.67 0.84 5.3 5.0 1.3 5.8 K2 + OS2 0.70 0.66 0.83 5.3 5.0 1.3 5.8 K3 0.40 0.66 0.83 5.0 5.0 0.8 3.3 K4 0.71 0.67 0.84 5.1 5.0 1.3 5.9 K4 + OS3 0.80 0.62 0.78 5.4 5.0 1.4 6.2 K4, OS3 + OS1 1.33 0.53 0.66 11.8 11.8 1.5 6.4 K5 0.38 0.70 0.87 5.0 5.0 0.8 3.3 K6 0.71 0.66 0.83 5.0 5.0 1.3 5.9 K6 + OS4 0.85 0.59 0.74 5.4 5.0 1.4 6.3 K7 0.43 0.63 0.79 5.0 5.0 0.8 3.4 K8 0.66 0.70 0.87 5.4 5.0 1.3 5.7 K8 + OS5 0.81 0.61 0.76 5.8 5.0 1.4 6.2 K9 0.43 0.63 0.79 5.0 5.0 0.8 3.4 K10 0.68 0.70 0.87 5.4 5.0 1.3 5.9 K10 + OS6 0.83 0.62 0.77 5.8 5.0 1.4 6.4 K11 0.37 0.64 0.80 5.0 5.0 0.7 3.0 L1 0.08 0.49 0.61 5.0 5.0 0.1 0.5 L2 0.57 0.74 0.93 5.0 5.0 1.2 5.3 L2 + OS7 0.69 0.66 0.82 5.1 5.0 1.3 5.7 L3 0.40 0.62 0.78 5.0 5.0 0.7 3.1 L4 0.67 0.72 0.90 5.0 5.0 1.4 6.0 L4 + OS8 0.87 0.61 0.76 5.1 5.0 1.5 6.6 L5 0.40 0.62 0.77 5.0 5.0 0.7 3.1 L6 0.70 0.70 0.87 5.0 5.0 1.4 6.1 L6 + OS9 0.89 0.60 0.75 5.5 5.0 1.5 6.7 L7 0.38 0.63 0.79 5.5 5.0 0.7 3.0 L8 0.72 0.70 0.87 5.8 5.0 1.4 6.2 L8 + OS10 0.94 0.59 0.74 7.1 6.0 1.4 6.5 L9 0.36 0.66 0.82 5.0 5.0 0.7 2.9 L10 0.40 0.65 0.81 5.0 5.0 0.7 3.2 A1_rev 0.74 0.64 0.80 8.2 7.3 1.2 5.3 B1_rev 0.85 0.66 0.82 10.7 9.7 1.2 5.5 G1_rev 0.64 0.70 0.88 8.9 7.8 1.1 4.9 OS1 0.54 0.38 0.48 13.7 13.2 0.4 1.8 OS2 0.02 0.25 0.31 5.0 5.0 0.0 0.1 OS3 0.09 0.25 0.31 5.0 5.0 0.1 0.3 OS4 0.14 0.25 0.31 5.0 5.0 0.1 0.4 OS5 0.15 0.25 0.31 5.0 5.0 0.1 0.5 OS6 0.15 0.25 0.31 5.0 5.0 0.1 0.5 OS7 0.12 0.25 0.31 5.0 5.0 0.1 0.4 OS8 0.20 0.25 0.31 5.0 5.0 0.1 0.6 OS9 0.19 0.25 0.31 5.0 5.0 0.1 0.6 OS10 0.22 0.25 0.31 5.0 5.0 0.2 0.7 ROTATION: 0° Stormwater Quality Strategy/Detention Tributary Basins Tributary Area WS Elev. (Event Noted) Volume Release Rate acres ac-ft cfs 1 - Bioswale A Basins (Includes: Fut-A) 21.92 N/A N/A N/A 2 - Sand Filter (SF) B, E and F Basins (Includes: Fut-B) 37.46 WQ=4933.93 0.75 N/A 3 - Extended Detention Basin (EDB) C and D Basins 23.74 WQ=4931.78 0.61 40-Hour Drain Time 4 - Extended Detention Basin (EDB) G and H Basins (Includes: Fut-G, Fut-H and Fut-TL2) 30.61 WQ=4932.13 0.94 40-Hour Drain Time 5 - Sand Filter (SF) I Basins (Includes Fut-I and Fut-TL3) 14.28 WQ=4931.87 0.33 N/A 6 - Grass Buffer LID feature for Neighborhood Park future parking lot and impervious area around perimeter 21.31 N/A N/A N/A MATCHLINE-SEE BELOW MATCHLINE-SEE ABOVE DESIGN POINT MAJOR BASIN BOUNDARY OVERLAND FLOW DIRECTION (I.E., LANDSCAPING) DRAINAGE SYMBOLS: LEGEND: DIRECT FLOW DIRECTION (I.E., PAVEMENT, CURB AND GUTTER) RIGHT-OF-WAY PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED STORM INLET PROPOSED LOTLINE EASEMENT LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING BASIN BOUNDARY (PER PROPOSED UTILITY PLANS FOR EAST RIDGE SECOND FILING DATED: 6.30.16) 4910 98 4552 4550 A1 BASIN ID MINOR (2YEAR) RUNOFF COEFFICIENT MAJOR (100YEAR) RUNOFF COEFFICIENT BASIN AREA (ACRES) acres A1 0.23 0.45 1.00 EXISTING STORM INLET MINOR AMENDMENT MOSAIC TOWNHOMES WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD VTC VTC VTC WD WD WD WD WD SP PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 PRIVATE DRIVE F PRIVATE DRIVE G PRIVATE DRIVE H PRIVATE DRIVE I PRIVATE DRIVE I 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 BARNSTORMER STREET IP IP VTC ECB IP IP IP IP IP IP WD IP IP IP WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD VTC WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD VTC VTC VTC WD WD WD STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_EC01_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 EC01 PLAN EROSION CONTROL JEP JPD KEYMAP EC01 MATCHLINE-SEE ABOVE CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 MATCHLINE-SEE BELOW ROTATION: 0° 1. THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS OF THE STORMWATER DISCHARGE PERMIT. 2. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3. EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW CITY OF FORT COLLINS REGULATIONS. 4. DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH EACH PHASE, AS REQUIRED. 5. PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF THE PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION SHALL BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE ADJOINING RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER PROTECTION (i.e., STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING OVER STRAW WATTLES AND FLATTENING THEM). 6. FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF THE SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN EXPOSED FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION CONTROL (I.E., SEED/MULCH, LANDSCAPING, ETC.). 7. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. 8. SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET CV02, AS WELL AS DETAILS ON SHEETS DT09-DT11. GENERAL NOTES: EXISTING STORM SEWER PROPOSED STORM SEWER VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP OUTLET PROTECTION INLET PROTECTION CONCRETE WASHOUT AREA NOTE: ALL BMPs SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. OUTLET PROTECTION STABILIZED STAGING AREA STOCKPILE MANAGEMENT PROPERTY BOUNDARY SF OP IP CWA SSA SP VTC RP LEGEND: PERMANENT BMPs TEMPORARY BMPs PROPOSED SWALE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY PROPOSED LOT LINE PROPOSED CURB AND GUTTER EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 4552 4550 PROPOSED MINOR CONTOUR 4900 PROPOSED MAJOR CONTOUR PROPOSED STORM INLET 44 PROPOSED MANHOLE SF SF INLET (REFER PROTECTION TO DANDY BAG IN DRIVE DETAIL AISLES ON SHEET (DA) DT10) IPDA SWALE WATTLE DIKE WD LOT PERIMETER PROTECTION W/CONSTRUCTION FENCE WD (REFER TO DETAIL 3 ON SHEET DT10) EROSION CONTROL BLANKET ECB MINOR AMENDMENT MOSAIC TOWNHOMES LOT 66 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 67 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 LOT 1 LOT 16 LOT 1 LOT 18 LOT 2 LOT 3 LOT 4 LOT 1 LOT 5 LOT 6 LOT 7 LOT 2 LOT 1 LOT 3 LOT 4 BLOCK 8 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S BARNSTORMER STREET NAVION LANE VINE DRIVE VICOT WAY YEAGER STREET MARQUISE STREET BURLINGTON NORTHERN RAILROAD 1 2 1 2 1 2 1 2 1 2 1 2 PRIVATE DRIVE A PRIVATE DRIVE B PRIVATE DRIVE C PRIVATE DRIVE D PRIVATE DRIVE E PRIVATE DRIVE F PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 3 3 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 12 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 19 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 30 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 31 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 42 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 LOT 43 LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 LOT 54 LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 LOT 55 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 66 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 67 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 3 3 3 3 3 3 3 3 3 3 LOT 114 LOT 67 LOT 102 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 LOT 78 LOT 73 LOT 74 LOT 75 LOT 79 LOT 84 LOT 83 LOT 81 LOT 90 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 91 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 103 LOT 108 LOT 107 LOT 106 LOT 105 LOT 104 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 82 LOT 76 LOT 77 LOT 80 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 7 LOT 8 LOT 6 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S BARNSTORMER STREET VINE DRIVE BURLINGTON NORTHERN RAILROAD TRACT A 1 2 1 2 1 2 1 2 PRIVATE DRIVE G PRIVATE DRIVE H PRIVATE DRIVE I PRIVATE DRIVE I PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 LOT 114 LOT 67 LOT 102 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 LOT 78 LOT 73 LOT 74 LOT 75 LOT 79 LOT 84 LOT 83 LOT 81 LOT 90 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 91 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 103 LOT 108 LOT 107 LOT 106 LOT 105 LOT 104 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 82 LOT 76 LOT 77 LOT 80 3 3 3 3 3 3 3 3 3 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD06_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 KEYMAP RD06 PLAN SIGNAGE JEP NEW ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 MATCHLINE-SEE THIS SHEET ROTATION: 0° MATCHLINE-SEE THIS SHEET LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE EASEMENT LINE PROJECT BOUNDARY 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES SIGN INDEX: 1 R1-1 STOP SIGN (30"x 30") 2 STREET NAME SIGN 3 NOTES: 1. ALL POSTED SPEED LIMITS ARE 25 MPH UNLESS OTHERWISE POSTED. RD06 FIRE LANE NO FIRE LANE NO PARKING SIGN PARKING MINOR AMENDMENT MOSAIC TOWNHOMES 1' CONCRETE RIBBON 1' CONCRETE RIBBON 10' CURB CUT 10' CURB CUT 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50 2.25% 8.53% -8.39% -2.00% 4.54% -0.00% 2.00% 8.33% -2.30% -8.33% -3.46% 2.20% 0.80% 1.01% 0.80% -2.00% -0.80% STA: 90+00.00 ELEV=4953.89 STA: 95+91.12 ELEV=4955.02 STA: 95+78.12 ELEV=4954.72 STA: 95+76.12 ELEV=4954.55 STA: 95+69.12 ELEV=4955.14 STA: 95+64.62 ELEV=4955.23 STA: 95+55.62 ELEV=4954.82 STA: 90+26.50 ELEV=4954.10 STA: 90+22.00 ELEV=4954.01 STA: 90+13.00 ELEV=4953.59 STA: 90+15.00 ELEV=4953.43 STA: 95+53.62 ELEV=4954.82 STA: 90+61.50 ELEV=4954.87 STA: 91+86.58 ELEV=4955.87 STA: 92+27.20 ELEV=4956.28 STA: 94+04.66 ELEV=4956.66 STA: 95+29.64 ELEV=4955.65 (4953.9) 4953.89 (4953.7) 4955.18 (4955.1) 4956.01 (4955.8) 4956.86 (4956.9) 4956.75 (4956.9) 4955.89 (4953.9) 4954.62 (4954.4) 4955.58 (4955.5) 4956.46 (4956.2) 4957.25 (4957.2) 4956.29 (4955.2) 4954.95 2.25% 8.53% -8.39% -2.00% 2.00% 8.33% -2.30% -8.33% -0.80% -1.80% 1.80% 0.80% STA: 90+00.00 ELEV=4953.83 STA: 96+18.88 ELEV=4955.07 STA: 96+05.88 ELEV=4954.77 STA: 96+03.88 ELEV=4954.60 STA: 95+96.88 ELEV=4955.19 STA: 90+26.50 ELEV=4954.04 STA: 90+22.00 ELEV=4953.95 STA: 90+13.00 ELEV=4953.53 STA: 90+15.00 ELEV=4953.37 STA: 95+92.38 ELEV=4955.28 (4953.8) 4953.83 (4953.7) 4954.98 (4955.0) 4955.78 (4955.8) 4956.58 (4956.6) 4957.15 (4957.5) 4956.37 (4954.7) 4954.93 (4953.9) 4954.46 (4954.3) 4955.38 (4955.5) 4956.18 (4956.2) 4956.98 (4957.5) 4956.77 (4955.9) 4955.96 -2.30% -8.33% 2.00% 8.33% -4.54% -2.00% 8.53% -8.39% 2.25% 0.00% 3.45% -0.80% -2.25% 0.80% 0.80% 0.66% STA: 90+00.00 ELEV=4953.78 STA: 90+13.00 ELEV=4953.48 STA: 90+15.00 ELEV=4953.31 STA: 90+22.00 ELEV=4953.90 STA: 90+26.50 ELEV=4953.99 STA: 90+35.50 STA: 96+26.11 ELEV=4953.58 ELEV=4955.25 STA: 96+33.11 ELEV=4954.66 STA: 96+35.11 ELEV=4954.83 STA: 96+48.11 ELEV=4955.13 STA: 90+37.50 STA: 96+21.61 ELEV=4953.58 ELEV=4955.34 STA: 91+86.46 ELEV=4955.41 STA: 92+52.94 ELEV=4955.85 (4953.8) 4953.78 (4953.6) 4954.71 (4954.9) 4955.50 (4955.9) 4956.22 (4956.6) 4957.02 (4958.0) 4956.80 (4955.5) 4955.83 (4953.8) 4954.00 (4954.3) 4955.11 (4955.6) 4955.83 (4956.2) 4956.62 (4957.8) 4957.19 (4957.7) 4956.40 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE HP STA:93+56.67 HP ELEV:4957.26 PVI STA:93+67.38 PVI ELEV:4957.4 K:17.86 LVC:50.00 BVCS:93+42.38 BVCE:4957.20 EVCS:93+92.38 EVCE:4956.90 HP STA:93+87.08 HP ELEV:4957.18 PVI STA:93+87.08 PVI ELEV:4957.3 K:30.00 LVC:48.00 BVCS:93+63.08 BVCE:4957.08 EVCS:94+11.08 EVCE:4957.08 HP STA:95+42.39 HP ELEV:4956.03 PVI STA:95+57.39 PVI ELEV:4955.9 K:30.00 LVC:30.00 BVCS:95+42.39 BVCE:4956.03 EVCS:95+72.39 EVCE:4955.64 HP STA:90+76.50 HP ELEV:4954.79 PVI STA:90+61.50 PVI ELEV:4954.7 K:30.00 LVC:30.00 BVCS:90+46.50 BVCE:4954.40 EVCS:90+76.50 EVCE:4954.79 HP STA:94+36.32 HP ELEV:4957.22 PVI STA:94+36.32 PVI ELEV:4957.3 K:30.00 LVC:48.00 BVCS:94+12.32 BVCE:4957.12 EVCS:94+60.32 EVCE:4957.12 HP STA:90+76.50 HP ELEV:4954.53 PVI STA:90+61.50 PVI ELEV:4954.4 K:11.32 LVC:30.00 BVCS:90+46.50 BVCE:4953.89 EVCS:90+76.50 EVCE:4954.53 HP STA:95+72.91 HP ELEV:4956.22 PVI STA:95+87.91 PVI ELEV:4956.1 K:20.63 LVC:30.00 BVCS:95+72.91 BVCE:4956.22 EVCS:96+02.91 EVCE:4955.76 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 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE I to LEFT FLOWLINE 90+00.00 96+41.11 50 5 PRIVATE DRIVE I CENTERLINE 90+00.00 96+18.88 50 5 PRIVATE DRIVE I RIGHT FLOWLINE 90+00.00 95+91.12 50 5 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR RD05 PLAN AND PROFILE PRIVATE DRIVE I JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS. 5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 6. SEE SHEET CV01 FOR TYPICAL SECTIONS. 7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED. 8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (4948.71 = 4948.71). 9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS. LEGEND: NOTES: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION (33.45) 33.45 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. ROTATION: 90° RD01 RD02 RD03 RD04 RD05 MINOR AMENDMENT MOSAIC TOWNHOMES 4955 4960 73+00 72+00 71+00 70+00 69+50 -2.38% 8.33% -8.33% 2.00% 2.00% 2.09% 0.80% STA: 70+00.00 ELEV=4951.42 STA: 70+13.00 ELEV=4951.11 STA: 70+15.00 ELEV=4950.94 STA: 70+22.00 ELEV=4951.53 STA: 70+26.50 ELEV=4951.62 STA: 72+44.50 ELEV=4954.15 (4951.4) 4951.42 (4951.2) 4952.65 (4952.6) 4953.45 (4951.4) 4952.10 (4951.9) 4953.05 -2.38% 8.33% -8.33% 2.00% 1.80% 0.80% 2.00% STA: 70+00.00 ELEV=4951.36 STA: 70+13.00 ELEV=4951.05 STA: 70+15.00 ELEV=4950.88 STA: 70+22.00 ELEV=4951.47 STA: 70+26.50 ELEV=4951.56 STA: 72+44.50 ELEV=4953.99 (4951.4) 4951.36 (4951.2) 4952.49 (4952.5) 4953.29 (4951.4) 4951.98 (4951.8) 4952.89 -2.38% -8.33% 8.33% 2.00% -4.54% 0.00% 3.59% 0.80% 2.00% STA: 70+00.00 ELEV=4951.31 STA: 70+13.00 ELEV=4951.00 STA: 70+15.00 ELEV=4950.83 STA: 70+22.00 ELEV=4951.41 STA: 70+26.50 ELEV=4951.50 STA: 70+35.50 ELEV=4951.10 STA: 70+37.50 ELEV=4951.10 STA: 72+44.50 ELEV=4953.76 (4951.3) 4951.31 (4951.1) 4952.27 (4952.4) 4953.07 (4951.3) 4951.51 (4951.8) 4952.67 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:72+01.50 LP ELEV:4953.47 PVI STA:72+16.50 PVI ELEV:4953.6 K:25.00 LVC:30.00 BVCS:72+01.50 BVCE:4953.47 EVCS:72+31.50 EVCE:4953.89 LP STA:72+01.50 LP ELEV:4953.31 PVI STA:72+16.50 PVI ELEV:4953.4 K:25.00 LVC:30.00 BVCS:72+01.50 BVCE:4953.31 EVCS:72+31.50 EVCE:4953.73 LP STA:72+01.50 LP ELEV:4953.08 PVI STA:72+16.50 PVI ELEV:4953.2 K:25.00 LVC:30.00 BVCS:72+01.50 BVCE:4953.08 EVCS:72+31.50 EVCE:4953.50 HP STA:70+76.50 HP ELEV:4952.47 PVI STA:70+61.50 PVI ELEV:4952.3 K:23.33 LVC:30.00 BVCS:70+46.50 BVCE:4952.03 EVCS:70+76.50 EVCE:4952.47 HP STA:70+76.50 HP ELEV:4952.31 PVI STA:70+61.50 PVI ELEV:4952.2 K:30.00 LVC:30.00 BVCS:70+46.50 BVCE:4951.92 EVCS:70+76.50 EVCE:4952.31 HP STA:70+84.00 HP ELEV:4952.14 PVI STA:70+61.50 PVI ELEV:4952.0 K:16.13 LVC:45.00 BVCS:70+39.00 BVCE:4951.15 EVCS:70+84.00 EVCE:4952.14 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 83+00 82+00 81+00 80+00 79+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 83+00 82+00 81+00 80+00 79+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 83+00 82+00 81+00 80+00 79+50 -2.34% 8.33% -8.33% 2.00% 1.37% 0.80% 2.00% STA: 80+00.00 ELEV=4952.66 STA: 80+13.00 ELEV=4952.35 STA: 80+15.00 ELEV=4952.18 STA: 80+22.00 ELEV=4952.77 STA: 80+26.50 ELEV=4952.86 STA: 82+31.50 ELEV=4955.03 (4952.7) 4952.66 (4952.5) 4953.65 (4953.8) 4954.47 (4952.7) 4953.18 (4953.1) 4954.05 -2.34% 8.33% -8.33% 2.00% 1.09% 0.80% 2.00% STA: 80+00.00 ELEV=4952.60 STA: 80+13.00 ELEV=4952.29 STA: 80+15.00 ELEV=4952.12 STA: 80+22.00 ELEV=4952.71 STA: 80+26.50 ELEV=4952.80 STA: 82+31.50 ELEV=4954.87 (4952.6) 4952.60 (4952.4) 4953.49 (4953.7) 4954.31 (4952.6) 4953.05 (4953.1) 4953.89 -2.34% -8.33% 8.33% 2.00% -4.54% 0.00% 0.80% 2.00% 2.55% STA: 80+00.00 ELEV=4952.54 STA: 80+13.00 ELEV=4952.24 STA: 80+15.00 ELEV=4952.07 STA: 80+22.00 ELEV=4952.66 STA: 80+26.50 ELEV=4952.75 STA: 80+35.50 ELEV=4952.34 STA: 80+37.50 ELEV=4952.34 STA: 82+31.50 ELEV=4954.64 (4952.5) 4952.54 (4952.4) 4953.26 (4953.7) 4954.08 (4952.6) 4952.63 (4953.0) 4953.66 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:81+88.50 LP ELEV:4954.35 PVI STA:82+03.50 PVI ELEV:4954.5 K:25.00 LVC:30.00 BVCS:81+88.50 BVCE:4954.35 EVCS:82+18.50 EVCE:4954.77 LP STA:81+88.50 LP ELEV:4954.19 PVI STA:82+03.50 PVI ELEV:4954.3 K:25.00 LVC:30.00 BVCS:81+88.50 BVCE:4954.19 EVCS:82+18.50 EVCE:4954.61 LP STA:81+88.50 LP ELEV:4953.96 PVI STA:82+03.50 PVI ELEV:4954.1 K:25.00 LVC:30.00 BVCS:81+88.50 BVCE:4953.96 EVCS:82+18.50 EVCE:4954.38 HP STA:80+76.50 HP ELEV:4953.46 PVI STA:80+61.50 PVI ELEV:4953.3 K:52.50 LVC:30.00 BVCS:80+46.50 BVCE:4953.13 EVCS:80+76.50 EVCE:4953.46 HP STA:80+76.50 HP ELEV:4953.30 PVI STA:80+61.50 PVI ELEV:4953.2 K:105.02 LVC:30.00 BVCS:80+46.50 BVCE:4953.01 EVCS:80+76.50 EVCE:4953.30 HP STA:80+84.00 HP ELEV:4953.13 PVI STA:80+61.50 PVI ELEV:4952.9 K:25.73 LVC:45.00 BVCS:80+39.00 BVCE:4952.37 EVCS:80+84.00 EVCE:4953.13 82+00 81+00 80+00 82+31.50 82+00 81+00 80+00 82+31.50 82+00 81+00 80+00 82+31.50 BARNSTORMER STREET PRIVATE DRIVE H N00°19'07"E 231.50' LOT 90 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 91 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 VERTICAL CURB ROLLOVER CURB 1' CONCRETE RIBBON 10' CURB CUT 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 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE G to LEFT FLOWLINE 70+00.00 72+44.50 50 5 PRIVATE DRIVE G CENTERLINE 70+00.00 72+44.50 50 5 PRIVATE DRIVE G RIGHT FLOWLINE 70+00.00 72+44.50 50 5 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE H to LEFT FLOWLINE 80+00.00 82+31.50 50 5 PRIVATE DRIVE H CENTERLINE 80+00.00 82+31.50 50 5 PRIVATE DRIVE H RIGHT FLOWLINE 80+00.00 82+31.50 50 5 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR RD04 PLAN AND PROFILE PRIVATE DRIVE G & PRIVATE DRIVE H JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS. 5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 6. SEE SHEET CV01 FOR TYPICAL SECTIONS. 7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED. 8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (4948.71 = 4948.71). 9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS. LEGEND: NOTES: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION (33.45) 33.45 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. ROTATION: 90° RD01 RD02 RD03 RD04 RD05 MINOR AMENDMENT MOSAIC TOWNHOMES 4945 4950 4955 4960 53+00 52+00 51+00 50+00 49+50 -2.38% 8.33% -8.33% 2.00% 0.23% 0.80% 2.00% STA: 50+00.00 ELEV=4952.32 STA: 50+13.00 ELEV=4952.01 STA: 50+15.00 ELEV=4951.84 STA: 50+22.00 ELEV=4952.42 STA: 50+26.50 ELEV=4952.51 STA: 50+61.50 STA: 52+44.50 ELEV=4952.59 ELEV=4954.39 (4952.3) 4952.32 (4952.1) 4952.90 (4953.5) 4953.70 (4952.3) 4952.57 (4952.8) 4953.30 -2.38% 8.33% -8.33% 2.00% -0.06% 0.80% 2.00% STA: 50+00.00 ELEV=4952.24 STA: 50+13.00 ELEV=4951.93 STA: 50+15.00 ELEV=4951.76 STA: 50+22.00 ELEV=4952.35 STA: 50+26.50 ELEV=4952.44 STA: 50+61.50 ELEV=4952.42 STA: 52+44.50 ELEV=4954.22 (4952.2) 4952.24 (4952.1) 4952.73 (4953.4) 4953.53 (4952.3) 4952.42 (4952.7) 4953.13 -2.38% -8.33% 8.33% -4.54% 2.00% -0.00% 0.88% 0.80% 2.00% STA: 50+00.00 ELEV=4952.18 STA: 50+13.00 ELEV=4951.87 STA: 50+15.00 ELEV=4951.70 STA: 50+22.00 ELEV=4952.28 STA: 50+26.50 ELEV=4952.37 STA: 50+35.50 ELEV=4951.97 STA: 50+37.50 ELEV=4951.97 STA: 52+44.50 ELEV=4953.98 (4952.2) 4952.18 (4952.0) 4952.48 (4953.3) 4953.28 (4952.2) 4952.07 (4952.7) 4952.88 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:52+01.50 LP ELEV:4953.71 PVI STA:52+16.50 PVI ELEV:4953.8 K:25.00 LVC:30.00 BVCS:52+01.50 BVCE:4953.71 EVCS:52+31.50 EVCE:4954.13 LP STA:52+01.50 LP ELEV:4953.54 PVI STA:52+16.50 PVI ELEV:4953.7 K:25.00 LVC:30.00 BVCS:52+01.50 BVCE:4953.54 EVCS:52+31.50 EVCE:4953.96 LP STA:52+01.50 LP ELEV:4953.30 PVI STA:52+16.50 PVI ELEV:4953.4 K:25.00 LVC:30.00 BVCS:52+01.50 BVCE:4953.30 EVCS:52+31.50 EVCE:4953.72 HP STA:50+84.00 HP ELEV:4952.36 PVI STA:50+61.50 PVI ELEV:4952.2 K:550.37 LVC:45.00 BVCS:50+39.00 BVCE:4951.98 EVCS:50+84.00 EVCE:4952.36 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 63+00 62+00 61+00 60+00 59+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 63+00 62+00 61+00 60+00 59+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 63+00 62+00 61+00 60+00 59+50 -2.11% -8.33% 8.33% 2.00% -4.54% 0.00% 3.59% 0.80% 2.00% STA: 60+00.00 ELEV=4951.63 STA: 60+13.00 ELEV=4951.36 STA: 60+15.00 ELEV=4951.19 STA: 60+22.00 ELEV=4951.77 STA: 60+26.50 ELEV=4951.86 STA: 60+35.50 ELEV=4951.46 STA: 60+37.50 ELEV=4951.46 STA: 62+31.51 ELEV=4954.01 (4951.6) 4951.63 (4951.5) 4952.62 (4952.8) 4953.45 (4951.6) 4951.90 (4952.1) 4953.02 -2.11% 8.33% -8.33% 2.00% 1.80% 0.80% 2.00% STA: 60+00.00 ELEV=4951.68 STA: 60+13.00 ELEV=4951.41 STA: 60+15.00 ELEV=4951.24 STA: 60+22.00 ELEV=4951.82 STA: 60+26.50 ELEV=4951.91 STA: 62+31.51 ELEV=4954.24 (4951.7) 4951.68 (4951.5) 4952.85 (4952.8) 4953.68 (4951.7) 4952.33 (4952.2) 4953.25 -2.11% 8.33% -8.33% 2.00% 2.00% 2.09% 0.80% STA: 60+00.00 ELEV=4951.74 STA: 60+13.00 ELEV=4951.47 STA: 60+15.00 ELEV=4951.30 STA: 60+22.00 ELEV=4951.89 STA: 60+26.50 ELEV=4951.98 STA: 62+31.51 ELEV=4954.40 (4951.7) 4951.74 (4951.6) 4953.01 (4952.9) 4953.84 (4951.8) 4952.46 (4952.2) 4953.41 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:61+88.51 LP ELEV:4953.33 PVI STA:62+03.51 PVI ELEV:4953.5 K:25.00 LVC:30.00 BVCS:61+88.51 BVCE:4953.33 EVCS:62+18.51 EVCE:4953.75 LP STA:61+88.51 LP ELEV:4953.56 PVI STA:62+03.51 PVI ELEV:4953.7 K:25.00 LVC:30.00 BVCS:61+88.51 BVCE:4953.56 EVCS:62+18.51 EVCE:4953.98 LP STA:61+88.51 LP ELEV:4953.72 PVI STA:62+03.51 PVI ELEV:4953.8 K:25.00 LVC:30.00 BVCS:61+88.51 BVCE:4953.72 EVCS:62+18.51 EVCE:4954.14 HP STA:60+76.50 HP ELEV:4952.44 PVI STA:60+61.50 PVI ELEV:4952.3 K:10.75 LVC:30.00 BVCS:60+46.50 BVCE:4951.78 EVCS:60+76.50 EVCE:4952.44 HP STA:60+76.50 HP ELEV:4952.66 PVI STA:60+61.50 PVI ELEV:4952.5 K:30.00 LVC:30.00 BVCS:60+46.50 BVCE:4952.27 EVCS:60+76.50 EVCE:4952.66 HP STA:60+76.50 HP ELEV:4952.83 PVI STA:60+61.50 PVI ELEV:4952.7 K:23.33 LVC:30.00 BVCS:60+46.50 BVCE:4952.39 EVCS:60+76.50 EVCE:4952.83 62+00 61+00 60+00 62+31.51 62+00 61+00 60+00 62+31.51 62+00 61+00 60+00 62+31.51 BARNSTORMER STREET PRIVATE DRIVE F N00°19'07"E 231.51' LOT 66 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 67 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 ROLLOVER CURB VERTICAL CURB 1' CONCRETE RIBBON 10' CURB CUT 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 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE E to LEFT FLOWLINE 50+00.00 52+44.50 50 5 PRIVATE DRIVE E CENTERLINE 50+00.00 52+44.50 50 5 PRIVATE DRIVE E RIGHT FLOWLINE 50+00.00 52+44.50 50 5 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE F to LEFT FLOWLINE 60+00.00 62+31.51 50 5 PRIVATE DRIVE F CENTERLINE 60+00.00 62+31.51 50 5 PRIVATE DRIVE F RIGHT FLOWLINE 60+00.00 62+31.51 50 5 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR RD03 PLAN AND PROFILE PRIVATE DRIVE E & PRIVATE DRIVE F JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS. 5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 6. SEE SHEET CV01 FOR TYPICAL SECTIONS. 7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED. 8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (4948.71 = 4948.71). 9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS. LEGEND: NOTES: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION (33.45) 33.45 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. ROTATION: 90° RD01 RD02 RD03 RD04 RD05 MINOR AMENDMENT MOSAIC TOWNHOMES 4955 4960 4940 4945 4950 4955 4960 33+00 32+00 31+00 30+00 29+50 -2.43% 8.33% -8.33% 2.00% 2.00% 1.94% 0.88% STA: 30+00.00 ELEV=4949.27 STA: 30+13.00 ELEV=4948.96 STA: 30+15.00 ELEV=4948.79 STA: 30+22.00 ELEV=4949.37 STA: 30+26.50 ELEV=4949.46 STA: 32+36.50 ELEV=4951.99 (4949.3) 4949.27 (4948.8) 4950.48 (4950.4) 4951.36 (4947.6) 4949.92 (4949.7) 4950.92 -2.43% 8.33% -8.33% 2.00% 1.58% 0.88% 2.00% STA: 30+00.00 ELEV=4949.20 STA: 30+13.00 ELEV=4948.88 STA: 30+15.00 ELEV=4948.72 STA: 30+22.00 ELEV=4949.30 STA: 30+26.50 ELEV=4949.39 STA: 32+36.50 ELEV=4951.79 (4949.2) 4949.20 (4948.3) 4950.28 (4950.3) 4951.16 (4946.4) 4949.76 (4949.7) 4950.72 -2.43% -8.33% 8.33% -4.54% 2.00% 0.00% 3.17% 0.88% 2.00% STA: 30+00.00 ELEV=4949.13 STA: 30+13.00 ELEV=4948.82 STA: 30+15.00 ELEV=4948.65 STA: 30+22.00 ELEV=4949.24 STA: 30+26.50 ELEV=4949.33 STA: 30+35.50 ELEV=4948.92 STA: 30+37.50 ELEV=4948.92 STA: 32+36.50 ELEV=4951.53 (4949.1) 4949.13 (4947.9) 4950.02 (4950.3) 4950.90 (4945.1) 4949.28 (4949.6) 4950.45 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:31+93.50 LP ELEV:4951.30 PVI STA:32+08.50 PVI ELEV:4951.4 K:26.72 LVC:30.00 BVCS:31+93.50 BVCE:4951.30 EVCS:32+23.50 EVCE:4951.73 LP STA:31+93.50 LP ELEV:4951.10 PVI STA:32+08.50 PVI ELEV:4951.2 K:26.72 LVC:30.00 BVCS:31+93.50 BVCE:4951.10 EVCS:32+23.50 EVCE:4951.53 LP STA:31+93.50 LP ELEV:4950.84 PVI STA:32+08.50 PVI ELEV:4951.0 K:26.72 LVC:30.00 BVCS:31+93.50 BVCE:4950.84 EVCS:32+23.50 EVCE:4951.27 HP STA:30+76.50 HP ELEV:4950.27 PVI STA:30+61.50 PVI ELEV:4950.1 K:28.33 LVC:30.00 BVCS:30+46.50 BVCE:4949.85 EVCS:30+76.50 EVCE:4950.27 HP STA:30+76.50 HP ELEV:4950.07 PVI STA:30+61.50 PVI ELEV:4949.9 K:42.93 LVC:30.00 BVCS:30+46.50 BVCE:4949.70 EVCS:30+76.50 EVCE:4950.07 HP STA:30+84.00 HP ELEV:4949.88 PVI STA:30+61.50 PVI ELEV:4949.7 K:19.61 LVC:45.00 BVCS:30+39.00 BVCE:4948.96 EVCS:30+84.00 EVCE:4949.88 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 43+00 42+00 41+00 40+00 39+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 43+00 42+00 41+00 40+00 39+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 43+00 42+00 41+00 40+00 39+50 -2.40% 8.33% -8.33% 2.00% 1.37% 0.80% 2.00% STA: 40+00.00 ELEV=4950.79 STA: 40+13.00 ELEV=4950.48 STA: 40+15.00 ELEV=4950.31 STA: 40+22.00 ELEV=4950.90 STA: 40+26.50 ELEV=4950.99 STA: 40+61.50 ELEV=4951.47 STA: 42+39.50 ELEV=4953.23 (4950.8) 4950.79 (4950.6) 4951.78 (4951.9) 4952.58 (4950.8) 4951.31 (4951.3) 4952.18 -2.41% 8.33% -8.33% 2.00% 2.00% 1.09% 0.80% STA: 40+00.00 ELEV=4950.72 STA: 40+13.00 ELEV=4950.41 STA: 40+15.00 ELEV=4950.24 STA: 40+22.00 ELEV=4950.82 STA: 40+26.50 ELEV=4950.91 STA: 42+39.50 ELEV=4953.05 STA: 40+61.50 ELEV=4951.29 (4950.7) 4950.72 (4950.6) 4951.60 (4951.9) 4952.40 (4950.7) 4951.17 (4951.2) 4952.00 -2.41% -8.33% 8.33% -4.54% 2.00% 0.00% 2.55% 0.80% 2.00% STA: 40+00.00 ELEV=4950.66 STA: 40+13.00 ELEV=4950.34 STA: 40+15.00 ELEV=4950.18 STA: 40+22.00 ELEV=4950.76 STA: 40+26.50 ELEV=4950.85 STA: 40+35.50 ELEV=4950.44 STA: 40+37.50 ELEV=4950.44 STA: 42+39.50 ELEV=4952.81 (4950.7) 4950.66 (4950.5) 4951.36 (4951.8) 4952.16 (4950.7) 4950.74 (4951.1) 4951.76 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:41+96.50 LP ELEV:4952.55 PVI STA:42+11.50 PVI ELEV:4952.7 K:25.00 LVC:30.00 BVCS:41+96.50 BVCE:4952.55 EVCS:42+26.50 EVCE:4952.97 LP STA:41+96.50 LP ELEV:4952.37 PVI STA:42+11.50 PVI ELEV:4952.5 K:25.00 LVC:30.00 BVCS:41+96.50 BVCE:4952.37 EVCS:42+26.50 EVCE:4952.79 LP STA:41+96.50 LP ELEV:4952.13 PVI STA:42+11.50 PVI ELEV:4952.3 K:25.00 LVC:30.00 BVCS:41+96.50 BVCE:4952.13 EVCS:42+26.50 EVCE:4952.55 HP STA:40+84.00 HP ELEV:4951.23 PVI STA:40+61.50 PVI ELEV:4951.1 K:25.73 LVC:45.00 BVCS:40+39.00 BVCE:4950.48 EVCS:40+84.00 EVCE:4951.23 41+00 40+00 42+00 42+39.50 42+00 41+00 40+00 42+39.50 42+00 41+00 40+00 42+39.50 BARNSTORMER STREET PRIVATE DRIVE D N00°19'07"E 239.50' LOT 42 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 LOT 43 LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 VERTICAL CURB ROLLOVER CURB 1' CONCRETE RIBBON 10' CURB CUT 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 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE C to LEFT FLOWLINE 30+00.00 32+36.50 50 5 PRIVATE DRIVE C CENTERLINE 30+00.00 32+36.50 50 5 PRIVATE DRIVE C RIGHT FLOWLINE 30+00.00 32+36.50 50 5 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE D to LEFT FLOWLINE 40+00.00 42+39.50 50 5 PRIVATE DRIVE D CENTERLINE 40+00.00 42+39.50 50 5 PRIVATE DRIVE D RIGHT FLOWLINE 40+00.00 42+39.50 50 5 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR RD02 PLAN AND PROFILE PRIVATE DRIVE C & PRIVATE DRIVE D JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS. 5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 6. SEE SHEET CV01 FOR TYPICAL SECTIONS. 7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED. 8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (4948.71 = 4948.71). 9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS. LEGEND: NOTES: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION (33.45) 33.45 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. ROTATION: 90° RD01 RD02 RD03 RD04 RD05 MINOR AMENDMENT MOSAIC TOWNHOMES 4960 13+00 12+00 11+00 10+00 9+50 TE DRIVE A R: STA 9+50 T0 STA 13+00 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 13+00 12+00 11+00 10+00 9+50 -2.74% -8.33% 2.00% 8.33% 0.89% 2.00% 2.83% STA: 10+00.00 ELEV=4950.59 STA: 10+13.70 ELEV=4950.21 STA: 10+15.70 ELEV=4950.05 STA: 10+22.70 ELEV=4950.63 STA: 10+27.20 ELEV=4950.72 STA: 12+47.82 ELEV=4953.67 (4950.6) 4950.59 (4950.9) 4952.04 (4952.2) 4952.94 (4950.5) 4951.36 (4951.6) 4952.49 -2.65% -8.33% 8.33% 2.00% 2.00% 1.95% 0.89% STA: 10+00.00 ELEV=4950.66 STA: 10+13.17 ELEV=4950.31 STA: 10+15.17 ELEV=4950.15 STA: 10+22.17 ELEV=4950.73 STA: 10+26.67 ELEV=4950.82 STA: 12+47.82 ELEV=4953.47 (4950.7) 4950.66 (4950.9) 4951.84 (4952.2) 4952.74 (4950.5) 4951.27 (4951.5) 4952.29 -2.48% -8.33% 8.33% -4.54% 2.00% 0.00% 3.59% 0.80% 2.00% STA: 10+00.00 ELEV=4950.72 STA: 10+13.00 ELEV=4950.40 STA: 10+15.00 ELEV=4950.23 STA: 10+22.00 ELEV=4950.82 STA: 10+26.50 ELEV=4950.91 STA: 10+35.50 ELEV=4950.50 STA: 10+37.50 ELEV=4950.50 STA: 12+47.82 ELEV=4953.19 (4950.7) 4950.72 (4950.8) 4951.67 (4952.1) 4952.47 (4950.7) 4950.91 (4951.5) 4952.07 PROPOSED GRADE EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:12+04.82 LP ELEV:4952.98 PVI STA:12+19.82 PVI ELEV:4953.1 K:27.05 LVC:30.00 BVCS:12+04.82 BVCE:4952.98 EVCS:12+34.82 EVCE:4953.41 LP STA:12+04.82 LP ELEV:4952.78 PVI STA:12+19.82 PVI ELEV:4952.9 K:27.05 LVC:30.00 BVCS:12+04.82 BVCE:4952.78 EVCS:12+34.82 EVCE:4953.21 LP STA:12+04.82 LP ELEV:4952.51 PVI STA:12+19.82 PVI ELEV:4952.6 K:25.00 LVC:30.00 BVCS:12+04.82 BVCE:4952.51 EVCS:12+34.82 EVCE:4952.93 HP STA:10+77.19 HP ELEV:4951.84 PVI STA:10+62.19 PVI ELEV:4951.7 K:15.50 LVC:30.00 BVCS:10+47.19 BVCE:4951.28 EVCS:10+77.19 EVCE:4951.84 HP STA:10+76.67 HP ELEV:4951.64 PVI STA:10+61.67 PVI ELEV:4951.5 K:28.25 LVC:30.00 BVCS:10+46.67 BVCE:4951.21 EVCS:10+76.67 EVCE:4951.64 HP STA:10+84.00 HP ELEV:4951.54 PVI STA:10+61.50 PVI ELEV:4951.4 K:16.13 LVC:45.00 BVCS:10+39.00 BVCE:4950.55 EVCS:10+84.00 EVCE:4951.54 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 23+00 22+00 21+00 20+00 19+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 23+00 22+00 21+00 20+00 19+50 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 23+00 22+00 21+00 20+00 19+50 -2.02% -8.33% 2.00% 8.33% 0.00% -4.54% 3.59% 0.80% 2.00% STA: 20+00.00 ELEV=4949.09 STA: 20+13.00 ELEV=4948.82 STA: 20+15.00 ELEV=4948.66 STA: 20+22.00 ELEV=4949.24 STA: 20+26.50 ELEV=4949.33 STA: 20+35.50 ELEV=4948.92 STA: 20+37.50 ELEV=4948.92 STA: 22+39.50 ELEV=4951.54 (4949.1) 4949.09 (4948.7) 4950.09 (4950.2) 4950.89 (4949.1) 4949.33 (4949.5) 4950.49 -2.02% 8.33% -8.33% 2.00% 1.80% 0.80% 2.00% STA: 20+00.00 ELEV=4949.17 STA: 20+13.00 ELEV=4948.91 STA: 20+15.00 ELEV=4948.74 STA: 20+22.00 ELEV=4949.33 STA: 20+26.50 ELEV=4949.42 STA: 22+39.50 ELEV=4951.81 (4949.2) 4949.17 (4948.9) 4950.35 (4950.3) 4951.16 (4949.2) 4949.84 (4949.6) 4950.75 -2.02% 8.33% -8.33% 2.00% 2.09% 0.80% 2.00% STA: 20+00.00 ELEV=4949.27 STA: 20+13.00 ELEV=4949.01 STA: 20+15.00 ELEV=4948.84 STA: 20+22.00 ELEV=4949.43 STA: 20+26.50 ELEV=4949.52 STA: 22+39.50 ELEV=4952.01 (4949.3) 4949.27 (4949.0) 4950.55 (4950.4) 4951.36 (4949.3) 4950.00 (4949.7) 4950.95 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LP STA:21+96.50 LP ELEV:4950.86 PVI STA:22+11.50 PVI ELEV:4951.0 K:25.00 LVC:30.00 BVCS:21+96.50 BVCE:4950.86 EVCS:22+26.50 EVCE:4951.28 LP STA:21+96.50 LP ELEV:4951.13 PVI STA:22+11.50 PVI ELEV:4951.2 K:25.00 LVC:30.00 BVCS:21+96.50 BVCE:4951.13 EVCS:22+26.50 EVCE:4951.55 LP STA:21+96.50 LP ELEV:4951.33 PVI STA:22+11.50 PVI ELEV:4951.4 K:25.00 LVC:30.00 BVCS:21+96.50 BVCE:4951.33 EVCS:22+26.50 EVCE:4951.75 HP STA:20+84.00 HP ELEV:4949.96 PVI STA:20+61.50 PVI ELEV:4949.8 K:16.13 LVC:45.00 BVCS:20+39.00 BVCE:4948.98 EVCS:20+84.00 EVCE:4949.96 HP STA:20+76.50 HP ELEV:4950.17 PVI STA:20+61.50 PVI ELEV:4950.0 K:30.00 LVC:30.00 BVCS:20+46.50 BVCE:4949.78 EVCS:20+76.50 EVCE:4950.17 HP STA:20+76.50 HP ELEV:4950.37 PVI STA:20+61.50 PVI ELEV:4950.2 K:23.33 LVC:30.00 BVCS:20+46.50 BVCE:4949.93 EVCS:20+76.50 EVCE:4950.37 LOT 16 LOT 1 LOT 18 8''W 21+00 20+00 22+00 22+39.50 21+00 20+00 22+00 22+39.50 21+00 20+00 22+00 22+39.50 NAVION LANE BARNSTORMER STREET BARNSTORMER ST PRIVATE DRIVE B N00°19'07"E 239.50' LOT 13 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 19 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 ROLLOVER CURB VERTICAL CURB 1' CONCRETE RIBBON 10' CURB CUT STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 RD01 PLAN AND PROFILE PRIVATE DRIVE A & PRIVATE DRIVE B JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS. 5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 6. SEE SHEET CV01 FOR TYPICAL SECTIONS. 7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED. 8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (4948.71 = 4948.71). 9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS. LEGEND: NOTES: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION (33.45) 33.45 ROTATION: 90° STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE A to LEFT FLOWLINE 10+00.00 12+47.82 50 5 PRIVATE DRIVE A CENTERLINE 10+00.00 12+47.82 50 5 PRIVATE DRIVE A RIGHT FLOWLINE 10+00.00 12+47.82 50 5 STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= to STA: SCALE: H: 1"= V: 1"= PRIVATE DRIVE B to LEFT FLOWLINE 20+00.00 22+39.50 50 5 PRIVATE DRIVE B CENTERLINE 20+00.00 22+39.50 50 5 PRIVATE DRIVE B RIGHT FLOWLINE 20+00.00 22+39.50 50 5 RD01 RD02 RD03 RD04 RD05 MINOR AMENDMENT MOSAIC TOWNHOMES M M M 12''W 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS PRIVATE DRIVE G PRIVATE DRIVE F BARNSTORMER STREET 41+00 40+00 41+70.78 INLET B1.2 STA=41+70.78 NYLOPLAST DRAIN BASIN W/ 12" DOME GRATE N:19668.0713 E:11706.1034 INLET B1.1 STA=40+72.03 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE N:19667.5220 E:11804.8518 SDMH B1 STA=40+00.00 STORM B1 STA=30+31.25 (STORM B) 7'Ø MH N:19667.1214 E:11876.8798 12'' RCP 98.75 LF @ 0.50% 24'' RCP 72.03 LF @ 0.50% SANITARY LINE 2.4 SEE SHEET SS02 SANITARY LINE 2.5 SEE SHEET SS02 STORM DRAIN B SEE SHEET SD03 54 4955 4955 54 54 54 53 53 53 54 53 54 4955 54 54 54 4955 4955 54 53 53 52 52 53 54 52 51 52 53 54 51 53 52 52 4951 4952 4952 4953 4951 4950 4949 4946 4952 4956 4957 4958 4959 4960 4961 4962 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 ROTATION: 90° STA: SCALE: H: 1"= V: 1"= STORM DRAIN B2 to 40+00.00 41+70.78 50 5 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T T T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E E E PROPOSED RESIDETIAL SERVICE 1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND IMPROVEMENTS.” 2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT. 3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING TO THE SEWER MAIN. 4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300 FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL. 5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS. 6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604. 7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL. 10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT WITHIN AN ALL WEATHER ACCESS ROADWAY. 11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER" PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND DISCREPANCY RESOLVED. 13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL. 14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE. A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING. B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS. C - PAINT GREEN. GAS S 8''W 8''SS 8''SS 8''W M M PROPOSED MANHOLE STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com C 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 SD04 PLAN AND PROFILES STORM DRAIN B1 JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP TIMBERLINE ROAD SD02 SD01 SD04 SD03 MINOR AMENDMENT MOSAIC TOWNHOMES INV IN (24" E)=4944.28 INV OUT (30" W)=4943.78 DEPTH=7.76 98.75 LF - 24'' RCP @ 0.50% STA=33+71.47 INLET B5 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE RIM=4952.97 INV IN (24" E)=4944.77 INV OUT (24" W)=4944.77 DEPTH=8.19 107.25 LF - 24'' RCP @ 0.50% STA=34+78.72 INLET B6 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE RIM=4952.79 INV IN (18" E)=4945.81 INV OUT (24" W)=4945.31 DEPTH=7.48 98.75 LF - 18'' RCP @ 0.50% STA=35+77.47 INLET B7 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE RIM=4954.50 INV IN (15" E)=4946.55 INV OUT (18" W)=4946.30 DEPTH=8.20 107.25 LF - 15'' RCP @ 0.50% STA=36+84.72 INLET B8 NYLOPLAST DRAIN BASIN W/ 18" DOME GRATE RIM=4954.05 INV OUT (15" W)=4947.09 DEPTH=6.96 3.0' 3.2' 3.4' STA=31+16.10 INV=4939.01 SANITARY CROSSING STA=33+22.10 INV=4940.35 SANITARY CROSSING STA=35+28.10 INV=4941.79 SANITARY CROSSING HGL HGL HGL HGL HGL HGL HGL HGL HGL HGL HGL HGL PROPOSED GRADE EXISTING 100 yr GROUND HGL 8''SS 8''SS 8''SS M M 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS M M 1 1/2''W M M M 1 1/2''W 1 1/2''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS PRIVATE DRIVE I PRIVATE DRIVE H PRIVATE DRIVE G PRIVATE DRIVE I INLET B8 STA=36+84.72 NYLOPLAST DRAIN BASIN W/ 18" DOME GRATE N:19663.4869 E:12530.3389 INLET B7 STA=35+77.47 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE N:19664.0834 E:12423.0923 INLET B6 STA=34+78.72 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE N:19664.6326 E:12324.3438 INLET B4 STA=32+72.72 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE N:19665.7784 E:12118.3470 INLET B5 STA=33+71.47 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE N:19665.2291 E:12217.0955 INLET B3 STA=31+65.47 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE N:19666.3749 E:12011.0987 INLET B2 STA=30+66.72 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE N:19666.9241 E:11912.3503 EX INLET B STA=30+00.00 TRIPLE TYPE 13 COMBO INLET N:19635.8719 E:11876.7060 42'' RCP 31.25 LF @ 0.52% 36'' RCP 35.47 LF @ 0.50% 30'' RCP 98.75 LF @ 0.50% 30'' RCP 107.25 LF @ 0.50% 24'' RCP 98.75 LF @ 0.50% 24'' RCP 107.25 LF @ 0.50% 18'' RCP 98.75 LF @ 0.50% 15'' RCP 107.25 LF @ 0.50% BARNSTORMER STREET 36+84.72 29+90 30+00 31+00 32+00 33+00 34+00 35+00 36+00 SANITARY LINE 2.5 SEE SHEET SS02 SANITARY LINE 2.6 SEE SHEET SS03 SANITARY LINE 2.7 SEE SHEET SS03 SANITARY LINE 2.8 SEE SHEET SS03 SDMH B1 STA=30+31.25 STORM B STA=40+00.00 (STORM B1) 7'Ø MH N:19667.1214 E:11876.8798 54 54 4955 4955 54 53 53 52 51 52 53 54 51 54 53 52 53 54 53 54 54 54 4955 4955 54 53 52 4955 4955 54 54 4955 4955 4955 56 56 56 57 56 54 57 56 4955 54 4955 54 4955 4955 56 57 56 57 57 58 57 58 56 58 56 56 57 58 4955 4955 56 57 4954 4953 4955 4956 4954 4954 4953 4952 4951 4950 4949 4946 4952 4953 4952 4953 4956 4957 4958 4959 4960 4961 4962 4963 STORM DRAIN B1 SEE SHEET SD04 CONNECT TO EXISTING STORM DRAIN AFTER REMOVING EXISTING FES AND PIPE TO EXISTING INLET 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 ROTATION: 90° STA: SCALE: H: 1"= V: 1"= STORM DRAIN B to 30+00.00 36+84.72 50 5 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T T T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E E E PROPOSED RESIDETIAL SERVICE 1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND IMPROVEMENTS.” 2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT. 3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING TO THE SEWER MAIN. 4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300 FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL. 5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS. 6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604. 7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL. 10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT WITHIN AN ALL WEATHER ACCESS ROADWAY. 11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER" PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND DISCREPANCY RESOLVED. 13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL. 14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE. A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING. B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS. C - PAINT GREEN. GAS S 8''W 8''SS 8''SS 8''W M M PROPOSED MANHOLE STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com C 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 SD03 PLAN AND PROFILES STORM DRAIN B JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP TIMBERLINE ROAD SD02 SD01 SD04 SD03 MINOR AMENDMENT MOSAIC TOWNHOMES NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE RIM=4949.69 INV OUT (18" E)=4945.93 DEPTH=3.77 STA=21+92.10 7.3' INV=4935.55 SANITARY CROSSING HGL HGL HGL HGL HGL HGL PROPOSED GRADE EXISTING GROUND 100 yr HGL 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS M M 1 1/2''W 1 1/2''W M M 1 1/2''W 1 1/2''W M M 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 18''SS 18''SS 18''SS 18''SS 8''W 18''SS 18''SS 18''SS PRIVATE DRIVE C PRIVATE DRIVE B PRIVATE DRIVE A BARNSTORMER STREET 21+00 20+00 23+00 22+00 23+46.77 INLET A1.2 STA=21+40.72 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE N:19672.1033 E:10981.1819 INLET A1.4 STA=23+46.77 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE N:19673.2493 E:10775.1350 INLET A1.3 STA=22+39.47 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE N:19672.6525 E:10882.4335 INLET A1.1 STA=20+33.54 NYLOPLAST DRAIN BASIN W/ 30" DOME GRATE N:19671.5071 E:11088.3630 30'' RCP 33.54 LF @ 0.50% 18'' RCP 107.30 LF @ 0.50% 24'' RCP 98.75 LF @ 0.50% 24'' RCP 107.18 LF @ 0.50% SANITARY LINE 1 SEE SHEET SS01 SANITARY LINE 2.3 SEE SHEET SS01 STORM DRAIN A SEE SHEET SD01 SDMH A1 STA=20+00.00 STORM A1 STA=10+54.17 (STORM A) 6'Ø FLAT TOP MH N:19671.3206 E:11121.9043 53 52 51 51 51 52 53 54 51 51 52 53 54 54 53 53 52 52 52 52 52 52 51 51 52 51 51 4950 49 4950 52 52 52 52 49 52 52 52 51 51 4950 4950 49 51 51 51 52 52 52 4949 4949 4950 4951 4951 4952 4950 4952 4949 4948 4949 4948 4947 4946 4952 4953 4954 4955 4956 4957 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 ROTATION: 90° STA: SCALE: H: 1"= V: 1"= STORM DRAIN A1 to 20+00.00 23+46.77 50 5 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T T T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E E E PROPOSED RESIDETIAL SERVICE 1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND IMPROVEMENTS.” 2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT. 3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING TO THE SEWER MAIN. 4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300 FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL. 5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS. 6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604. 7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL. 10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT WITHIN AN ALL WEATHER ACCESS ROADWAY. 11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER" PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND DISCREPANCY RESOLVED. 13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL. 14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE. A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING. B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS. C - PAINT GREEN. GAS S 8''W 8''SS 8''SS 8''W M M PROPOSED MANHOLE STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com C 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 SD02 PLAN AND PROFILES STORM DRAIN A1 JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP TIMBERLINE ROAD SD02 SD01 SD04 SD03 MINOR AMENDMENT MOSAIC TOWNHOMES RIM=4951.24 INV IN (18" E)=4945.55 INV OUT (24" W)=4945.05 DEPTH=6.20 107.25 LF - 18'' RCP @ 0.50% STA=14+32.63 INLET A5 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE RIM=4951.56 INV IN (12" E)=4946.58 INV OUT (18" W)=4946.08 DEPTH=5.48 98.75 LF - 12'' RCP @ 0.50% STA=15+31.38 INLET A6 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE RIM=4952.32 INV OUT (12" W)=4947.08 DEPTH=5.25 9.6' 7.5' STA=12+76.00 INV=4936.33 SANITARY CROSSING STA=14+82.00 INV=4936.37 SANITARY CROSSING HGL HGL HGL HGL HGL HGL HGL HGL HGL HGL PROPOSED EXISTING GRADE 100 yr GROUND HGL 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS M M 1 1/2''W 1 1/2''W M M M M 1 1/2''W 1 1/2''W M 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 12''W 8''SS 18''SS PRIVATE DRIVE E PRIVATE DRIVE D PRIVATE DRIVE C 15+31.38 9+90 10+00 11+00 12+00 13+00 14+00 15+00 INLET A6 STA=15+31.38 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE N:19668.6664 E:11599.1050 INLET A4 STA=13+25.38 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE N:19669.8121 E:11393.1082 INLET A5 STA=14+32.63 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE N:19669.2156 E:11500.3566 SDMH A1 STA=10+54.17 STORM A STA=20+00.00 (STORM A1) 6'Ø FLAT TOP MH N:19671.3206 E:11121.9043 INLET A2 STA=11+19.38 NYLOPLAST DRAIN BASIN W/ 24" DOME GRATE N:19670.9579 E:11187.1114 INLET A3 STA=12+26.63 NYLOPLAST DRAIN BASIN W/ 2' X 3' STEEL BAR GRATE N:19670.3614 E:11294.3598 EXMH A STA=10+00.00 6'Ø FLAT TOP MH N:19617.1744 E:11120.2430 36'' RCP 54.17 LF @ 0.50% 30'' RCP 65.21 LF @ 0.50% 24'' RCP 107.25 LF @ 0.50% 24'' RCP 98.75 LF @ 0.50% 18'' RCP 107.25 LF @ 0.50% 12'' RCP 98.75 LF @ 0.50% BARNSTORMER STREET SANITARY LINE 2.3 SEE SHEET SS01 SANITARY LINE 2.2 SEE SHEET SS01 SANITARY LINE 2.1 SEE SHEET SS02 52 52 52 51 51 4950 4950 49 51 51 51 51 51 51 53 52 52 52 53 53 53 52 53 52 51 52 52 52 53 53 53 53 53 53 54 54 54 54 53 52 53 53 54 54 4955 4955 54 54 54 53 53 54 53 53 4952 4952 4951 4950 4949 4949 4948 4947 4946 4950 4951 4952 4953 4952 4952 4953 4955 4956 4957 4958 4959 4960 4961 STORM DRAIN A1 SEE SHEET SD02 CONNECT TO EXISTING STORM DRAIN AFTER REMOVING EXISTING FES STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com C 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 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 SD01 PLAN AND PROFILES STORM DRAIN A JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP TIMBERLINE ROAD ROTATION: 90° STA: SCALE: H: 1"= V: 1"= STORM DRAIN A to 10+00.00 15+31.38 50 5 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T T T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E E E PROPOSED RESIDETIAL SERVICE 1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND IMPROVEMENTS.” 2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT. 3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING TO THE SEWER MAIN. 4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300 FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL. 5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS. 6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604. 7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL. 10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT WITHIN AN ALL WEATHER ACCESS ROADWAY. 11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER" PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND DISCREPANCY RESOLVED. 13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL. 14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE. A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING. B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS. C - PAINT GREEN. GAS S 8''W 8''SS 8''SS 8''W M M PROPOSED MANHOLE SD02 SD01 SD04 SD03 MINOR AMENDMENT MOSAIC TOWNHOMES S S S S S S S S PRIVATE DRIVE H BARNSTORMER STREET 70+00 71+78 71+00 SSMH 2.6 STA=70+00 4'Ø MH N:19620.0045 E:12167.4682 8'' PVC 178.00 LF @ 2.80% SSMH 2.6-1 STA=71+78 4'Ø MH N:19798.0010 E:12168.4582 STORM DRAIN B SEE SHEET SD03 STA. 70+64.7 STA. 70+67.7 STA. 70+86.7 STA. 70+89.7 STA. 71+06.7 STA. 71+09.7 STA. 71+26.7 STA. 71+29.7 STA. 71+46.7 STA. 71+49.7 STA. 71+66.7 STA. 71+69.7 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8 ''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S M M 1 1/2''W BARNSTORMER STREET PRIVATE DRIVE I 80+00 81+83 81+00 SSMH 2.7 STA=80+00 4'Ø MH N:19618.8587 E:12373.4650 8'' PVC 183.00 LF @ 2.80% SSMH 2.7-1 STA=81+83 4'Ø MH N:19801.8556 E:12374.4828 STORM DRAIN B SEE SHEET SD03 STA. 80+69.7 STA. 80+91.7 STA. 81+11.7 STA. 81+51.7 STA. 81+71.7 STA. 81+74.7 STA. 81+54.7 STA. 81+34.7 STA. 81+14.7 STA. 80+94.7 STA. 80+72.7 STA. 81+31.7 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 82+00 81+00 80+00 79+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 8" SSWR PIPE STA=80+00.00 SSMH 2.7 4'Ø MH RIM=4953.83 INV IN (8" N)=4940.51 INV IN (8" E)=4940.51 INV OUT (8" W)=4940.31 DEPTH=13.52 183.00 LF - 8'' PVC @ 2.80% STA=81+83.00 SSMH 2.7-1 4'Ø MH RIM=4955.64 INV OUT (8" S)=4945.63 DEPTH=10.01 3.3' PROPOSED STORM CROSSING 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S M 91+00 90+00 91+77.96 BARNSTORMER STREET PRIVATE DRIVE I SSMH 2.8 STA=90+00 4'Ø MH N:19617.7129 E:12579.4618 8'' PVC 177.96 LF @ 2.60% SSMH 2.8-1 STA=91+77.96 4'Ø MH N:19795.6739 E:12580.4516 STORM DRAIN B SEE SHEET SD03 STA. 90+64.6 STA. 90+86.6 STA. 91+06.6 STA. 91+26.6 STA. 91+46.6 STA. 91+66.6 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 92+00 91+00 90+00 89+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 8" SSWR PIPE STA=90+00.00 SSMH 2.8 4'Ø MH RIM=4955.07 INV IN (8" N)=4941.95 INV OUT (8" W)=4941.75 DEPTH=13.32 177.96 LF - 8'' PVC @ 2.60% STA=91+77.96 SSMH 2.8-1 4'Ø MH RIM=4956.84 INV OUT (8" S)=4946.57 DEPTH=10.27 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 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 SS03 PLAN AND PROFILE SANITARY LINES 2.6, 2.7, & 2.8 JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T T T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E E E PROPOSED RESIDETIAL SERVICE 1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND IMPROVEMENTS.” 2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT. 3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING TO THE SEWER MAIN. 4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300 FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL. 5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS. 6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604. 7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL. 10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT WITHIN AN ALL WEATHER ACCESS ROADWAY. 11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER" PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND DISCREPANCY RESOLVED. 13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL. 14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE. A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING. B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS. C - PAINT GREEN. GAS S 8''W 8''SS 8''SS 8''W M M PROPOSED MANHOLE ROTATION: 90° STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.6 to 70+00.00 71+78.00 50 5 STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.7 to 80+00.00 81+83.00 50 5 STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.8 to 90+00.00 91+77.96 50 5 SS01 SS02 SS03 MINOR AMENDMENT MOSAIC TOWNHOMES S S S S S S S S M M 1 1/2''W 1 1/2''W M PRIVATE DRIVE E BARNSTORMER STREET 20+00 21+00 21+83 SSMH 2.1 STA=20+00 4'Ø MH N:19623.4417 E:11549.4777 8'' PVC 183.00 LF @ 4.00% SSMH 2.1-1 STA=21+83 4'Ø MH N:19806.4360 E:11550.4955 STORM DRAIN A SEE SHEET SD01 251+00 250+00 STA. 20+69.7 STA. 20+72.7 STA. 20+91.7 STA. 20+94.7 STA. 21+11.7 STA. 21+14.7 STA. 21+31.7 STA. 21+34.7 STA. 21+51.7 STA. 21+54.7 STA. 21+71.7 STA. 21+74.7 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S M M M PRIVATE DRIVE F BARNSTORMER STREET BARNSTORMER STREET 51+00 50+00 51+78 SSMH 2.4 STA=50+00 4'Ø MH N:19622.2960 E:11755.4745 8'' PVC 178.00 LF @ 4.00% SSMH 2.4-1 STA=51+78 4'Ø MH N:19800.2934 E:11756.4645 STORM DRAIN B1 SEE SHEET SD04 STORM DRAIN B SEE SHEET SD03 STA. 50+64.7 STA. 50+67.7 STA. 50+86.7 STA. 50+89.7 STA. 51+06.7 STA. 51+09.7 STA. 51+26.7 STA. 51+29.7 STA. 51+46.7 STA. 51+49.7 STA. 51+66.7 STA. 51+69.7 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 52+00 51+00 50+00 49+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 8" SSWR PIPE STA=50+00.00 SSMH 2.4 4'Ø MH RIM=4951.68 INV IN (8" N)=4936.20 INV IN (8" E)=4936.20 INV OUT (8" W)=4936.00 DEPTH=15.68 178.00 LF - 8'' PVC @ 4.00% STA=51+78.00 SSMH 2.4-1 4'Ø MH RIM=4953.47 INV OUT (8" S)=4943.32 DEPTH=10.15 5.7' PROPOSED STORM CROSSING 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S M M 1 1/2''W 1 1/2''W PRIVATE DRIVE G BARNSTORMER STREET 61+00 60+00 61+83 SSMH 2.5 STA=60+00 4'Ø MH N:19621.1502 E:11961.4714 8'' PVC 183.00 LF @ 3.00% SSMH 2.5-1 STA=61+83 4'Ø MH N:19804.1462 E:11962.4892 STORM DRAIN B1 SEE SHEET SD04 STORM DRAIN B SEE SHEET SD03 STA. 60+69.7 STA. 60+72.7 STA. 60+91.7 STA. 60+94.7 STA. 61+11.7 STA. 61+14.7 STA. 61+31.7 STA. 61+34.7 STA. 61+51.7 STA. 61+54.7 STA. 61+71.7 STA. 61+74.7 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 62+00 61+00 60+00 59+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 8" SSWR PIPE STA=60+00.00 SSMH 2.5 4'Ø MH RIM=4951.36 INV IN (8" N)=4937.64 INV IN (8" E)=4937.64 INV OUT (8" W)=4937.44 DEPTH=13.92 183.00 LF - 8'' PVC @ 3.00% STA=61+83.00 SSMH 2.5-1 4'Ø MH RIM=4953.16 INV OUT (8" S)=4943.13 DEPTH=10.03 2.9' PROPOSED STORM CROSSING STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 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 SS02 PLAN AND PROFILE SANITARY LINES 2.1, 2.4, & 2.5 JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T T T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E E E PROPOSED RESIDETIAL SERVICE 1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND IMPROVEMENTS.” 2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT. 3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING TO THE SEWER MAIN. 4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300 FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL. 5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS. 6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604. 7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL. 10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT WITHIN AN ALL WEATHER ACCESS ROADWAY. 11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER" PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND DISCREPANCY RESOLVED. 13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL. 14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE. A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING. B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS. C - PAINT GREEN. GAS S 8''W 8''SS 8''SS 8''W M M PROPOSED MANHOLE ROTATION: 90° STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.1 to 20+00.00 21+83.00 50 5 STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.4 to 50+00.00 51+78.00 50 5 STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.5 to 60+00.00 61+83.00 50 5 SS01 SS02 SS03 MINOR AMENDMENT MOSAIC TOWNHOMES 4930 4935 4940 4945 4950 4955 39+50 40+00 41+00 42+00 43+00 44+00 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 18" SSWR PIPE STA=40+00.00 SSMH 2.3 4'Ø MH RIM=4951.28 INV IN (8" E)=4936.71 INV OUT (18" S)=4935.87 DEPTH=15.41 207.93 LF - 8'' PVC @ 0.60% 145.00 LF - 8'' PVC @ 0.60% STA=42+07.93 SSMH 2.3-1 4'Ø MH RIM=4951.23 INV IN (8" S)=4938.15 INV OUT (8" W)=4937.95 DEPTH=13.27 STA=43+52.93 SSMH 2.3-2 4'Ø MH RIM=4949.91 INV OUT (8" N)=4939.02 DEPTH=10.89 8''SS 8''SS 12''W 12''W 12''W 8''W S TRACT A EAST RIDGE SECOND FILING 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S M M 1 1/2''W 1 1/2''W PRIVATE DRIVE A BARNSTORMER STREET 10+00 11+00 12+00 12+32.57 SSMH 1.2 STA=12+32.57 4'Ø MH N:19814.3379 E:10726.5440 8'' PVC 99.76 LF @ 2.00% 8'' PVC 132.82 LF @ 1.60% STORM DRAIN A1 SEE SHEET SD02 STA. 11+19.3 STA. 11+22.3 STA. 11+41.3 STA. 11+44.3 STA. 11+61.3 STA. 11+64.3 STA. 11+81.3 STA. 11+84.3 STA. 12+01.3 STA. 12+21.3 STA. 12+24.3 STA. 12+04.3 12''W 12''W 12''W 12''W 12''W 18''SS 18''SS 18''SS 18''SS 8''W 18''SS 18''SS 18''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S M M 1 1/2''W 1 1/2''W M M S S S S S S S S S S S S PRIVATE DRIVE C PRIVATE DRIVE B BARNSTORMER STREET 40+00 41+00 42+00 43+00 43+52.93 STORM DRAIN A1 SEE SHEET SD02 STORM DRAIN A SEE SHEET SD01 SSMH 2.3 STA=40+00 4'Ø MH N:19833.3836 E:10930.7032 8'' PVC 207.93 LF @ 0.60% SSMH 2.3-1 STA=42+07.93 4'Ø MH N:19832.2271 E:11138.6326 8'' PVC 145.00 LF @ 0.60% SSMH 2.3-2 STA=43+52.93 4'Ø MH N:19687.2294 E:11137.8261 256+00 255+00 254+00 259+00 258+00 257+00 259+29.28 STA. 257+35.1 STA. 257+38.1 STA. 257+57.1 STA. 257+60.1 STA. 257+77.1 STA. 257+80.1 STA. 257+97.1 STA. 258+00.1 STA. 258+17.1 STA. 258+20.1 STA. 258+37.1 STA. 258+40.1 STA. 43+44.7 STA. 43+41.7 STA. 43+22.7 STA. 43+19.7 STA. 43+02.7 STA. 42+99.7 STA. 42+82.7 STA. 42+79.7 STA. 42+62.7 STA. 42+59.7 STA. 42+42.7 STA. 42+39.7 STATIONING BASED ON SANITARY ALIGNMENT 1-17 FROM EAST RIDGE FILING 2 DATED 6.30.16 12''W 12''W 12''W 12''W 18''SS 18''SS 18''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S M M PRIVATE DRIVE D BARNSTORMER STREET 31+00 30+00 31+78 SSMH 2.2 STA=30+00 4'Ø MH N:19624.5875 E:11343.4809 STORM DRAIN A SEE SHEET SD01 8'' PVC 178.00 LF @ 3.00% SSMH 2.2-1 STA=31+78 4'Ø MH N:19802.5823 E:11344.4709 253+00 252+00 STA. 30+64.7 STA. 30+67.7 STA. 30+86.7 STA. 30+89.7 STA. 31+06.7 STA. 31+09.7 STA. 31+26.7 STA. 31+29.7 STA. 31+46.7 STA. 31+49.7 STA. 31+66.7 STA. 31+69.7 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 32+00 31+00 30+00 29+50 PROPOSED GRADE EXISTING GROUND TIE INTO EXISTING 18" SSWR PIPE STA=30+00.00 SSMH 2.2 4'Ø MH RIM=4950.72 INV IN (8" N)=4934.96 INV IN (18" W)=4934.13 INV OUT (18" E)=4934.13 DEPTH=16.59 178.00 LF - 8'' PVC @ 3.00% STA=31+78.00 SSMH 2.2-1 4'Ø MH RIM=4952.23 INV OUT (8" S)=4940.30 DEPTH=11.93 7.5' PROPOSED STORM CROSSING STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com C 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 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 SS01 PLAN AND PROFILES SANITARY LINES 1, 2.2, & 2.3 JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP TIMBERLINE ROAD ROTATION: 90° STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 1 to 10+00.00 12+43.27 50 5 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T T T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E E E PROPOSED RESIDETIAL SERVICE 1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND IMPROVEMENTS.” 2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT. 3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING TO THE SEWER MAIN. 4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300 FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL. 5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS. 6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604. 7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL. 10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT WITHIN AN ALL WEATHER ACCESS ROADWAY. 11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER" PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND DISCREPANCY RESOLVED. 13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL. 14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE. A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING. B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS. C - PAINT GREEN. GAS S 8''W 8''SS 8''SS 8''W M M PROPOSED MANHOLE STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.3 to 40+00.00 43+52.93 50 5 STA: SCALE: H: 1"= V: 1"= SANITARY SEWER LINE 2.2 to 30+00.00 31+78.00 50 5 SS01 SS02 SS03 MINOR AMENDMENT MOSAIC TOWNHOMES S S S S S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S M M 1 1/2''W M M M 1 1/2''W 1 1/2''W BARNSTORMER STREET BIPLANE STREET VINE DRIVE BURLINGTON NORTHERN RAILROAD 50' RAILROAD RIGHT OF WAY BOOK 245, PAGE 76 & REC. NO. 99035876 1.5" WATER SERVICE N=19630.98 E=11976.57 1.5" WATER SERVICE N=19631.06 E=11946.53 1.5" WATER SERVICE N=19629.83 E=12182.57 1.5" WATER SERVICE N=19629.91 E=12152.52 1.5" WATER SERVICE N=19628.69 E=12388.57 1.5" WATER SERVICE N=19628.77 E=12358.52 1.5" WATER SERVICE N=19627.88 E=12564.57 PRIVATE DRIVE G PRIVATE DRIVE H PRIVATE DRIVE I PRIVATE DRIVE I SANITARY LINE 2.6 SEE SHEET SS03 SANITARY LINE 2.8 SEE SHEET SS03 SANITARY LINE 2.5 SEE SHEET SS02 SANITARY LINE 2.7 SEE SHEET SS03 STORM DRAIN B1 SEE SHEET SD04 STORM DRAIN B SEE SHEET SD03 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 26 LF CULVERT @ 0.8% 8" RCP 20 LF CULVERT @ 0.8% 8" RCP 31 LF CULVERT @ 0.8% LOT 114 LOT 102 LOT 67 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 LOT 78 LOT 73 LOT 74 LOT 75 LOT 79 LOT 84 LOT 83 LOT 81 LOT 90 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 91 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 103 LOT 108 LOT 107 LOT 106 LOT 105 LOT 104 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 82 LOT 76 LOT 77 LOT 80 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT S TAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_UT01-UT02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW KEYMAP UT02 UTILITY PLANS NORTH TOWNHOMES JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED 8" WATER MAIN PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED WATER SERVICE/METER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC 8''W PROPOSED 8" SANITARY SEWER 8''SS PROPOSED WATER LOWERING PROPOSED MANHOLE 8''SS 12''W GAS LEGEND: 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3. SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED. 5. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC. 6. ALL WATER FITTINGS AND VALVES ARE ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED. 7. UTILITY SERVICES SHOWN ARE SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION. 10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS. 11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 12. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 13. ATTACHED SINGLE FAMILY DWELLINGS WILL REQUIRE A RESIDENTIAL SPRINKLER SYSTEM. 14. WATER SERVICE LINES WITH LESS THAN 1-FT OF CLEARANCE AT STORM DRAIN CROSSING AND WITH LESS THAN 4.5-FT OF COVER SHALL BE INSTALLED BELOW THE STORM DRAIN AND IN 1-1/2" (MIN.) DIAMETER HDPE SLEEVE. NOTES: EXISTING WATER MAIN 8''W M M PROPOSED LIGHT (TYPES A & B) MATCHLINE-SEE SHEET UT01 UT01 UT02 ROTATION: 0° MINOR AMENDMENT MOSAIC TOWNHOMES S 18''SS 18''SS 18''SS LOT 1 LOT 2 LOT 16 LOT 1 LOT 15 LOT 3 LOT 14 LOT 4 LOT 13 LOT 5 LOT 12 LOT 6 LOT 11 LOT 6 LOT 13 LOT 5 LOT 14 LOT 4 LOT 15 LOT 3 LOT 16 LOT 2 LOT 17 LOT 18 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 13 LOT 12 LOT 11 LOT 10 LOT 1 LOT 14 LOT 7 LOT 9 LOT 8 LOT 1 LOT 3 LOT 4 LOT 5 LOT 2 LOT 6 LOT 7 LOT 2 LOT 3 LOT 4 LOT 7 LOT 6 LOT 5 LOT 1 LOT 8 LOT 2 LOT 3 LOT 4 LOT 1 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 9 BLOCK 20 BLOCK 10 BLOCK 18 PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S M M M M 1 1/2''W 1 1/2''W M M M M 1 1/2''W 1 1/2''W M M 1 1/2''W 1 1/2''W M M S S S S S S S S S S S S M BARNSTORMER STREET BIPLANE STREET NAVION LANE VINE DRIVE VICOT WAY YEAGER STREET MARQUISE STREET BURLINGTON NORTHERN RAILROAD SANITARY LINE 1 SEE SHEET SS01 50' RAILROAD RIGHT OF WAY BOOK 245, PAGE 76 & REC. NO. 99035876 1.5" WATER SERVICE N=19637.94 E=10740.57 1.5" WATER SERVICE N=19638.11 E=10710.56 1.5" WATER SERVICE N=19636.88 E=10946.66 1.5" WATER SERVICE N=19636.96 E=10916.61 1.5" WATER SERVICE N=19635.74 E=11152.59 1.5" WATER SERVICE N=19635.90 E=11107.62 1.5" WATER SERVICE N=19634.42 E=11358.58 1.5" WATER SERVICE N=19634.49 E=11328.54 1.5" WATER SERVICE N=19633.27 E=11564.58 1.5" WATER SERVICE N=19633.35 E=11534.53 1.5" WATER SERVICE N=19632.30 E=11770.58 1.5" WATER SERVICE N=19632.38 E=11740.53 SANITARY LINE 2.3 SEE SHEET SS01 SANITARY LINE 2.2 SEE SHEET SS01 SANITARY LINE 2.1 SEE SHEET SS02 SANITARY LINE 2.4 SEE SHEET SS02 PRIVATE DRIVE A PRIVATE DRIVE B PRIVATE DRIVE C PRIVATE DRIVE D PRIVATE DRIVE E PRIVATE DRIVE F STORM DRAIN A1 SEE SHEET SD02 STORM DRAIN A SEE SHEET SD01 STORM DRAIN B1 SEE SHEET SD04 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 13 LF CULVERT @ 0.8% 10" RCP 15 LF CULVERT @ 0.8% 12" RCP 15 LF CULVERT @ 0.8% 8" RCP 27 LF CULVERT @ 0.8% 8" RCP 29 LF CULVERT @ 0.8% 8" RCP 20 LF CULVERT @ 0.8% 8" RCP 26 LF CULVERT @ 0.8% 8" RCP 19 LF CULVERT @ 0.8% 1.5" IRRIGATION TAP N=19652.68 E=11645.81 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 12 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 19 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 30 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 31 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 42 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 LOT 43 LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 LOT 54 LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 LOT 55 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 66 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 67 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 PROPOSED 20' SANITARY SEWER EASEMENT PROPOSED 20' SANITARY SEWER EASEMENT EXISTING 30' SANITARY SEWER EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_UT01-UT02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW KEYMAP UT01 UTILITY PLANS NORTH TOWNHOMES JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED 8" WATER MAIN PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED WATER SERVICE/METER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC 8''W PROPOSED 8" SANITARY SEWER 8''SS PROPOSED WATER LOWERING PROPOSED MANHOLE 8''SS 12''W GAS LEGEND: 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3. SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED. 5. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC. 6. ALL WATER FITTINGS AND VALVES ARE ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED. 7. UTILITY SERVICES SHOWN ARE SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION. 10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS. 11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 12. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES. 13. ATTACHED SINGLE FAMILY DWELLINGS WILL REQUIRE A RESIDENTIAL SPRINKLER SYSTEM. 14. WATER SERVICE LINES WITH LESS THAN 1-FT OF CLEARANCE AT STORM DRAIN CROSSING AND WITH LESS THAN 4.5-FT OF COVER SHALL BE INSTALLED BELOW THE STORM DRAIN AND IN 1-1/2" (MIN.) DIAMETER HDPE SLEEVE. NOTES: EXISTING WATER MAIN 8''W M M PROPOSED LIGHT (TYPES A & B) MATCHLINE-SEE SHEET UT02 UT01 UT02 ROTATION: 0° MINOR AMENDMENT MOSAIC TOWNHOMES 56.95 57.15 56.28 54.87 54.68 56.98 57.09 57.24 57.15 56.97 56.99 57.10 57.20 57.84 58.46 56.98 57.08 57.06 57.17 57.15 57.03 57.07 57.17 57.26 57.86 58.46 58.46 57.24 56.98 56.83 56.93 57.17 56.09 56.27 56.24 56.39 57.05 56.85 56.69 56.53 56.37 56.21 55.87 55.95 56.15 56.00 56.25 57.13 57.23 56.03 56.13 55.93 55.92 55.92 55.59 55.59 55.26 55.92 55.60 55.59 55.26 55.26 55.78 56.15 56.41 56.39 56.99 56.81 57.14 57.14 56.81 56.81 56.48 56.48 56.48 56.81 56.81 57.14 57.57 57.24 56.91 55.85 55.64 55.48 55.32 55.16 55.00 54.70 55.94 55.94 55.61 55.61 55.27 55.27 55.27 55.61 55.61 55.94 56.99 56.78 56.57 56.10 57.32 57.32 57.32 57.32 57.32 57.32 56.27 56.65 57.20 57.21 56.65 56.66 56.65 57.20 56.65 57.20 56.65 57.16 57.22 55.98 55.86 56.07 55.96 55.91 55.98 55.69 55.97 55.76 55.97 55.84 55.78 55.63 55.52 55.27 55.04 55.41 55.50 55.07 54.43 55.72 55.80 55.80 55.80 55.80 55.80 55.80 55.72 55.72 55.81 55.62 55.62 55.71 55.62 55.71 55.62 55.62 55.71 55.76 55.46 55.74 55.85 55.75 55.85 55.48 55.56 55.59 55.87 55.69 55.79 55.74 55.88 54.34 54.14 53.98 53.82 53.66 53.50 53.15 54.44 54.44 54.10 54.10 53.77 53.77 53.77 54.10 54.11 54.44 54.87 54.53 54.20 54.34 53.98 53.66 53.26 54.14 53.82 53.50 54.40 54.40 54.40 54.07 54.07 53.74 54.40 54.07 54.07 53.74 53.74 54.25 54.62 54.88 53.54 53.79 53.64 53.44 54.92 54.84 55.72 56.22 56.91 55.37 55.28 4953 4954 4955 4955 4954 4960 4961 4962 4963 4957 4958 4956 4960 51.62 51.95 52.28 52.37 53.24 53.18 54.54 54.43 54.18 53.82 54.06 53.69 53.64 55.61 53.66 52.86 53.20 53.53 53.62 54.55 54.86 54.94 54.90 54.78 55.08 55.68 56.05 56.39 56.47 56.43 56.07 56.12 55.96 55.71 55.59 55.35 55.22 55.18 54.71 56.87 54.92 54.12 54.46 54.79 54.88 1 6" STEP 1 6" STEP 1 6" STEP 2 6" STEPS 2 6" STEPS 2 6" STEPS 1 6" STEP 1 6" STEP 1 6" STEP 2 6" STEPS 2 6" STEPS 2 6" STEPS 54.29 55.03 HP 55.14 HP 56.53 HP 56.67 HP 54.05 LP 54.50 LP 52.79 LP 52.97 LP 51.54 LP 1.7% 2.0% 1.0% 3.2% 1.7% 2.0% 1.0% 2.0% 0.6% 1.2% 5.0% 2.0% 1.2% 5.0% 2.0% 52.99 HP 53.96 HP 54.28 HP 55.36 HP 55.36 HP 55.69 HP FF=4956.50 FF=4958.03 FF=4958.03 FF=4959.24 1 1 2 3 3 2 1 1 2 2 3 3 1 1 2 2 3 3 1 1 2 2 3 3 54.67 57.25 56.97 56.00 54.90 55.47 55.60 56.66 56.83 54.80 56.59 56.41 56.22 56.48 54.55 54.73 54.94 55.77 HP 55.82 HP 58.72 HP 56.32 57.74 HP 3.0% 1.7% STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 KEYMAP GR03 PLANS GRADING JEP NEW ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION. 3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE. 5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN. 8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE. 11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%. PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LEGEND: NOTES: LOT TEMPLATE A B 4550 50 NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS 1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY 2. MAXIMUM RISER HEIGHT IS 7-1/2" 3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS AS DEPICTED ON PLAN. 4. LANDINGS SHALL BE 2% MAXIMUM SLOPE. 5. 12" TREADS (TYPICAL) 6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL DESIGN PLANS. NOTES GARAGE STEPS 3 - 6-1/2" RISERS 3 - 7-1/2" RISERS 4 - 6-3/4" RISERS 1 - 6-1/4" RISERS 3 - 6-3/4" RISERS 4 - 6-1/2" RISERS 1 2 3 4 5 6 MATCHLINE-SEE SHEET GR02 GR01 GR02 GR03 MINOR AMENDMENT MOSAIC TOWNHOMES 54.84 54.85 54.84 54.85 54.76 54.76 54.67 54.67 54.67 54.75 54.67 54.76 54.67 54.67 54.76 54.27 54.44 54.44 54.54 54.55 54.35 54.51 54.34 54.42 54.37 54.27 54.37 53.51 53.61 54.39 53.97 53.89 54.34 54.14 53.98 53.82 53.66 53.50 53.15 54.44 54.44 54.10 54.10 53.77 53.77 53.77 54.10 54.11 54.44 54.87 54.53 54.20 54.34 53.98 53.66 53.26 54.14 53.82 53.50 54.40 54.40 54.40 54.07 54.07 53.74 54.40 54.07 54.07 53.74 53.74 54.25 54.62 54.88 53.39 53.03 52.71 52.18 53.19 52.87 52.55 53.45 53.45 53.45 53.12 53.12 52.79 53.45 53.12 53.12 52.79 52.79 53.30 53.67 53.93 55.38 55.38 55.38 55.38 55.38 55.38 54.71 54.80 55.30 55.21 55.21 54.71 54.80 55.20 55.30 55.20 55.30 55.30 53.39 53.19 53.03 52.87 52.71 52.55 52.19 53.49 53.49 53.15 53.15 52.82 52.82 52.82 53.15 53.15 53.49 53.92 53.58 53.25 54.03 54.84 54.01 54.88 55.10 54.67 53.92 54.68 55.01 55.01 54.93 54.13 53.17 54.59 55.17 55.17 54.82 55.17 54.82 55.17 54.59 55.09 55.00 54.50 54.50 54.57 54.50 54.57 54.50 55.00 55.07 54.79 54.38 53.88 53.95 53.90 53.82 54.39 54.46 54.33 54.79 54.78 54.84 54.32 53.92 54.42 55.10 54.21 54.60 54.49 54.28 54.22 54.50 54.45 54.83 53.71 53.35 53.03 52.48 53.51 53.19 52.87 53.78 53.78 53.78 53.45 53.45 53.11 53.78 53.45 53.45 53.11 53.11 53.63 54.00 54.26 53.84 53.78 55.69 55.69 55.69 55.69 55.69 55.69 55.02 55.12 55.12 55.02 55.02 55.02 55.11 55.02 55.11 55.02 55.11 55.12 54.93 54.98 54.59 54.39 54.58 54.67 54.91 54.71 54.80 54.91 54.48 54.87 54.82 54.72 54.38 54.06 55.01 55.09 55.09 55.09 55.09 55.09 55.09 55.01 55.09 55.00 54.92 54.92 55.01 54.92 55.01 54.92 54.92 55.01 54.79 54.59 54.75 54.63 54.81 54.61 54.74 54.82 54.51 54.88 54.89 54.85 53.79 53.89 54.53 54.16 54.14 53.71 53.51 53.35 53.19 53.03 52.87 52.58 53.80 53.80 53.46 53.46 53.13 53.13 53.13 53.46 53.47 53.80 54.23 53.90 53.56 53.63 53.27 52.95 52.59 53.43 53.11 52.79 53.70 53.70 53.70 53.36 53.36 53.03 53.70 53.36 53.36 53.03 53.03 53.55 53.92 54.18 54.49 54.88 53.73 54.24 55.60 55.60 55.60 55.60 55.60 55.60 54.92 55.02 55.02 54.92 54.92 54.92 55.02 54.92 55.02 54.92 55.02 55.02 53.61 53.41 53.25 53.09 52.93 52.77 52.57 53.70 53.70 53.37 53.37 53.04 53.04 53.04 53.37 53.37 53.70 54.13 53.80 53.47 53.75 53.74 53.73 53.76 53.82 53.65 53.65 53.66 53.73 53.78 53.60 53.23 52.63 53.87 53.95 53.95 53.95 53.95 53.95 53.95 53.87 53.87 53.78 53.78 53.78 53.86 53.78 53.86 53.78 53.78 53.87 53.58 53.67 53.61 53.63 53.74 53.44 53.74 53.65 53.51 53.66 53.62 53.65 53.59 53.64 53.70 53.82 53.37 53.36 53.05 52.97 53.27 53.50 52.47 52.11 51.79 51.40 52.27 51.95 51.63 52.56 52.56 52.56 52.23 52.23 51.89 52.56 52.23 52.23 51.89 51.89 52.41 52.78 53.04 54.93 54.81 54.51 54.36 53.29 53.16 53.23 53.92 54.05 54.46 54.33 54.40 53.99 53.79 53.83 54.21 54.08 54.15 53.77 53.87 53.72 54.94 54.78 54.24 54.12 54.78 54.91 55.25 55.10 54.41 54.79 54.82 54.56 54.40 54.02 53.90 54.57 54.42 55.56 54.97 54.85 53.82 53.98 54.66 54.81 55.02 54.86 54.75 55.11 54.95 54.29 54.91 54.75 54.67 54.51 55.43 55.26 55.42 55.25 54.41 54.92 54.88 55.15 54.31 54.44 54.29 51.70 51.90 52.60 52.64 51.36 51.56 52.21 52.40 52.30 52.55 51.28 51.55 52.76 52.50 51.81 52.09 4951 4952 4952 4951 4951 4951 4952 4954 4953 4953 4955 4954 4950 4949 4948 4947 4946 51.42 53.05 53.10 52.70 52.34 52.58 52.21 51.97 51.84 51.81 52.88 53.60 53.82 54.15 54.24 54.19 52.63 51.61 51.78 51.94 51.99 52.51 53.83 52.98 52.90 53.19 52.28 52.45 51.50 51.49 51.29 51.12 51.42 54.13 54.24 53.96 53.13 53.01 52.77 52.64 52.40 52.27 52.20 51.44 50.65 50.38 50.71 51.05 51.26 52.26 52.66 53.27 53.49 53.60 53.81 53.93 53.95 53.67 53.48 53.23 53.11 52.86 52.82 52.71 53.84 51.89 51.62 51.95 52.28 52.37 53.24 53.61 54.23 54.44 54.55 54.86 54.94 1 6" STEP 1 6" STEP 1 6" STEP 2 6" STEPS 2 6" STEPS 2 6" STEPS 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 2 6" STEPS 2 6" STEPS 2 6" STEPS 1 6" STEP 1 6" STEP 1 6" STEP BARNSTORMER STREET 54.17 53.55 53.80 53.95 53.33 53.58 54.90 54.29 54.53 53.65 54.20 53.82 53.59 53.80 53.91 53.29 HP 54.30 HP 54.43 HP 54.40 HP 54.51 HP 54.08 HP 54.19 HP 55.03 HP 51.54 LP 52.09 LP 50.31 LP 51.07 LP 52.02 LP 52.32 LP 51.56 LP 51.24 LP 2.1% 1.0% 1.7% 3.0% 2.0% 1.0% 3.1% 1.7% 2.3% 2.0% 3.1% 1.7% 2.0% 1.0% 3.1% 1.7% 2.0% 1.1% 2.3% 0.9% 0.9% 1.5% 1.0% 3.5% 2.0% 2.1% 2.0% 1.0% 5.0% 2.0% 0.6% 52.20 HP 52.65 HP 53.44 HP 54.02 HP 53.19 HP 52.26 HP 51.76 HP 53.15 HP 52.99 HP FF=4954.66 FF=4955.80 FF=4955.79 FF=4955.90 FF=4955.88 FF=4955.58 FF=4955.55 FF=4956.53 1 1 2 3 3 2 1 1 2 2 3 3 1 1 2 3 3 2 1 1 2 2 3 3 1 1 2 3 3 2 1 1 2 2 3 3 1 1 2 3 3 2 1 1 2 2 3 3 52.80 53.96 54.11 53.72 54.67 53.97 54.08 55.03 54.91 54.35 55.01 55.12 55.35 55.21 54.67 54.89 54.63 55.01 54.66 54.54 54.13 54.67 54.77 55.66 55.53 54.90 54.80 54.03 54.55 54.73 54.94 53.76 53.94 54.15 54.38 54.12 53.89 53.98 54.17 54.39 53.23 54.57 54.08 HP 55.16 HP 55.23 HP 55.29 HP 55.32 HP 54.94 HP 54.99 HP 55.77 HP 55.82 HP STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 KEYMAP GR02 PLANS GRADING JEP NEW ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION. 3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE. 5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN. 8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE. 11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%. PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LEGEND: NOTES: LOT TEMPLATE A B 4550 50 NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS 1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY 2. MAXIMUM RISER HEIGHT IS 7-1/2" 3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS AS DEPICTED ON PLAN. 4. LANDINGS SHALL BE 2% MAXIMUM SLOPE. 5. 12" TREADS (TYPICAL) 6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL DESIGN PLANS. NOTES GARAGE STEPS 3 - 6-1/2" RISERS 3 - 7-1/2" RISERS 4 - 6-3/4" RISERS 1 - 6-1/4" RISERS 3 - 6-3/4" RISERS 4 - 6-1/2" RISERS 1 2 3 4 5 6 MATCHLINE-SEE SHEET GR01 MATCHLINE-SEE SHEET GR03 GR01 GR02 GR03 MINOR AMENDMENT MOSAIC TOWNHOMES 53.65 53.59 53.64 53.70 53.82 53.37 53.36 53.05 52.97 53.27 53.50 52.47 52.11 51.79 51.40 52.27 51.95 51.63 52.56 52.56 52.56 52.23 52.23 51.89 52.56 52.23 52.23 51.89 51.89 52.41 52.78 53.04 52.00 51.68 52.65 52.73 52.73 52.73 52.73 52.73 52.73 52.65 52.65 52.56 52.56 52.56 52.63 52.56 52.64 52.56 52.56 52.64 51.87 51.79 51.28 50.89 50.54 50.10 51.06 50.71 50.36 51.34 51.34 51.34 51.01 51.01 50.68 51.34 51.01 51.01 50.68 50.68 51.19 51.56 51.82 52.14 52.24 52.58 52.78 54.25 54.43 54.43 54.43 54.43 54.43 53.67 53.85 53.85 53.74 53.75 53.58 53.85 53.76 53.85 53.76 53.85 53.85 52.45 52.24 52.08 51.92 51.76 51.60 51.25 52.54 52.54 52.21 52.21 51.87 51.87 51.88 52.21 52.21 52.54 52.97 52.64 52.30 52.57 52.53 52.50 52.58 52.60 52.51 52.70 52.66 52.40 52.67 52.42 52.54 52.35 52.42 52.43 52.54 52.45 52.34 52.55 52.63 52.52 52.25 52.46 52.56 51.66 51.77 52.49 52.43 51.18 50.82 50.50 49.90 50.98 50.66 50.34 51.24 51.23 51.23 50.90 50.90 50.57 51.23 50.91 50.90 50.57 50.57 51.09 51.46 51.72 51.22 51.00 50.83 50.66 50.49 50.33 49.94 51.31 51.31 50.97 50.97 50.64 50.64 50.64 50.97 50.97 51.31 52.36 52.15 51.94 51.73 51.79 53.19 53.20 53.19 53.20 53.19 53.20 52.52 52.62 53.12 52.97 53.02 52.52 52.61 53.07 53.11 53.07 53.11 53.12 51.86 50.90 52.56 52.64 52.64 52.64 52.64 52.64 52.64 52.06 52.56 52.45 52.40 51.92 52.06 51.96 52.56 52.47 52.51 52.56 52.11 51.66 52.68 51.82 52.80 52.96 52.58 51.45 52.62 52.82 52.78 52.70 52.51 51.26 51.52 51.18 52.45 52.34 52.57 52.63 52.65 52.22 51.73 52.32 52.91 52.60 52.32 52.40 52.21 52.64 52.48 52.10 51.85 51.25 51.05 50.89 50.73 50.57 50.41 50.12 51.34 51.34 51.01 51.01 50.68 50.68 50.68 51.01 51.01 51.34 52.39 52.19 51.98 51.73 51.48 53.23 53.23 53.23 53.23 53.23 53.23 53.06 53.15 53.07 53.03 53.06 53.06 53.15 53.06 53.15 53.06 53.15 53.15 53.39 52.58 53.68 54.07 54.25 54.07 54.25 54.07 54.25 53.68 53.68 53.58 53.58 53.58 53.67 53.58 53.67 53.58 53.58 53.67 53.18 52.61 52.68 52.67 52.84 52.65 52.65 52.85 52.52 52.75 52.68 52.81 52.88 52.96 52.96 52.88 52.97 52.87 52.93 52.85 52.86 52.78 52.89 52.79 51.90 51.80 52.76 52.95 53.42 53.34 52.85 53.08 51.79 51.58 51.68 52.80 52.44 52.12 51.60 52.60 52.28 51.96 52.86 52.86 52.86 52.53 52.53 52.20 52.86 52.53 52.53 52.20 52.20 52.71 53.08 53.34 52.89 52.67 52.49 52.32 52.14 51.97 51.69 52.98 52.98 52.65 52.65 52.31 52.31 52.31 52.65 52.65 52.98 53.59 53.29 53.00 54.06 53.23 54.87 54.87 54.87 54.87 54.87 54.87 54.29 54.29 54.29 54.29 54.29 54.29 54.29 54.29 54.29 54.29 54.29 54.29 52.68 52.68 53.45 53.45 54.17 54.17 53.90 54.00 53.59 53.50 54.02 53.92 53.58 53.72 53.24 53.23 53.19 53.66 51.94 52.10 51.62 51.57 51.56 52.02 52.85 52.89 53.29 53.16 53.23 52.83 53.40 53.97 52.58 52.43 51.88 51.75 52.58 52.47 52.30 52.59 52.43 51.85 51.72 52.45 52.29 52.37 53.88 53.72 53.08 52.96 53.87 53.72 54.94 54.07 53.90 53.70 53.83 52.28 52.44 52.48 52.33 52.30 52.46 52.57 52.42 52.03 53.61 53.76 53.82 53.98 53.36 52.47 52.68 54.07 53.26 50.52 50.66 48.69 48.93 50.18 50.39 51.70 51.90 51.81 52.09 50.29 50.55 48.77 49.03 50.37 50.62 49.97 50.26 49.88 49.99 4950 4950 4949 4951 4950 4952 4951 4955 4954 4953 4950 4951 53.57 53.05 52.96 53.29 52.97 51.47 51.37 51.15 51.00 50.75 50.63 50.20 50.54 50.45 49.78 50.18 51.89 48.96 48.92 48.75 50.12 48.59 48.91 51.78 51.56 51.41 51.35 51.67 51.32 50.92 51.19 50.79 50.56 50.38 51.38 51.81 51.80 51.88 51.84 51.46 51.37 51.12 51.00 50.80 50.63 50.54 50.15 51.16 50.10 50.26 50.43 50.48 51.42 51.71 52.33 52.55 52.66 53.05 53.10 52.70 52.34 52.58 52.21 51.97 51.84 51.81 52.88 52.63 1 6" STEP 1 6" STEP 1 6" STEP 2 6" STEPS 2 6" STEPS 2 6" STEPS 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 3 6" STEPS 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP 1 6" STEP BARNSTORMER STREET 52.78 53.32 52.94 51.12 51.71 51.34 51.70 51.16 51.33 53.00 52.39 52.63 52.08 HP 53.46 HP 51.94 HP 51.84 HP 51.90 HP 53.14 HP 53.29 HP 51.24 LP 50.05 LP 49.97 LP 48.11 LP 48.54 LP 50.02 LP 49.69 LP 1.3% 1.4% 0.4% 0.8% 1.7% 1.4% 1.0% 1.0% 1.3% 2.0% 1.0% 1.7% 3.1% 2.1% 1.0% 2.0% 3.7% 1.0% 0.8% 3.5% 2.1% 2.1% 48.53 48.20 48.87 48.96 1.0% 2.4% 0.8% 1.1% 51.18 HP 51.56 HP 50.41 HP 50.66 HP 51.55 HP 52.23 HP 51.30 HP 51.55 HP 51.55 HP 51.11 HP 52.20 HP 52.65 HP FF=4955.07 FF=4954.96 FF=4953.44 FF=4953.34 FF=4953.40 FF=4953.44 FF=4954.64 FF=4954.66 1 1 2 2 3 3 1 1 2 3 3 2 1 1 2 2 3 3 1 1 2 3 3 2 1 1 2 2 3 3 1 1 2 3 3 2 1 1 2 2 3 3 1 1 2 3 3 2 53.22 51.58 51.61 52.80 54.17 52.68 52.54 52.57 52.58 52.69 52.56 53.98 53.86 52.55 52.67 53.97 54.08 52.81 53.00 53.23 51.42 51.63 51.88 52.01 51.76 51.54 53.65 53.39 53.17 54.09 53.74 53.64 53.99 53.51 53.41 52.31 52.21 53.86 53.76 54.44 HP 52.79 HP 52.73 HP 52.83 HP 52.88 HP 54.00 HP 54.08 HP STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 KEYMAP GR01 PLANS GRADING JEP NEW ROTATION: 0° ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION. 3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE. 5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN. 8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE. 11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%. PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LEGEND: NOTES: LOT TEMPLATE A B 4550 50 NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS 1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY 2. MAXIMUM RISER HEIGHT IS 7-1/2" 3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS AS DEPICTED ON PLAN. 4. LANDINGS SHALL BE 2% MAXIMUM SLOPE. 5. 12" TREADS (TYPICAL) 6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL DESIGN PLANS. NOTES GARAGE STEPS 3 - 6-1/2" RISERS 3 - 7-1/2" RISERS 4 - 6-3/4" RISERS 1 - 6-1/4" RISERS 3 - 6-3/4" RISERS 4 - 6-1/2" RISERS 1 2 3 4 5 6 MATCHLINE-SEE SHEET GR02 GR01 GR02 GR03 MINOR AMENDMENT MOSAIC TOWNHOMES S S S PRIVATE DRIVE H PRIVATE DRIVE I PRIVATE DRIVE I SANITARY LINE 2.6 SEE SHEET SS03 SANITARY LINE 2.8 SANITARY LINE 2.7 SEE SHEET SS03 SEE SHEET SS03 PHASE 2C LOT 114 LOT 102 LOT 90 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 91 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 103 LOT 108 LOT 107 LOT 106 LOT 105 LOT 104 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_PH01-PH02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 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 PH02 PLAN PHASING JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 NOTES: LEGEND: PROJECT BOUNDARY PHASE LINE PHASING LEGEND: PHASE TWO A - PHASE TWO B - PHASE TWO C- 1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. 2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS. 3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE. 4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN DURING THE CONSTRUCTION OF THE NEXT PHASE. 5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 6. FOR DETAILED OVERLOT GRADING SEE SHEETS GR01-GR06. 7. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2' FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE. 8. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE CONSTRUCTION. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW ROTATION: 0° MATCHLINE-SEE SHEET PH01 PH01 PH02 UTILITY PHASING PHASE REQUIRED UTILITY INFRASTRUCTURE 2A SANITARY SS LINE 1, SS LINE 2.3 2A STORM SD LINE A (SDMH A1 - INLET A2), SD LINE A1 2B SANITARY SS LINE 2.2, SS LINE 2.1 2B STORM SD LINE A (INLET A3 - INLET A6) 2C SANITARY SS LINE 2.4, SS LINE 2.5, SS LINE 2.6, SS LINE 2.7, SS LINE 2.8 2C STORM SD LINE B, SD LINE B1 MINOR AMENDMENT MOSAIC TOWNHOMES 18''SS 18''SS 18''SS S S 18''SS 18''SS 18''SS 18''SS 18''SS LOT 1 LOT 2 LOT 16 LOT 1 LOT 15 LOT 3 LOT 14 LOT 4 LOT 13 LOT 5 LOT 12 LOT 5 LOT 14 LOT 4 LOT 15 LOT 3 LOT 16 LOT 2 LOT 17 LOT 18 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 13 LOT 12 LOT 11 LOT 10 LOT 1 LOT 14 LOT 7 LOT 9 LOT 8 LOT 2 LOT 3 LOT 4 LOT 7 LOT 6 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 30 LOT 29 LOT 28 LOT 31 LOT 1 LOT 8 TRACT P TRACT A EAST RIDGE SECOND FILING BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 9 BLOCK 20 BLOCK 21 BLOCK 10 BARNSTORMER STREET BIPLANE STREET NAVION LANE VINE DRIVE VICOT WAY YEAGER STREET MARQUISE STREET BIPLANE STREET BURLINGTON NORTHERN RAILROAD 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S PRIVATE DRIVE A PRIVATE DRIVE B PRIVATE DRIVE C PRIVATE DRIVE D PRIVATE DRIVE E PRIVATE DRIVE F PRIVATE DRIVE G SANITARY LINE 1 SEE SHEET SS01 SANITARY LINE 2.3 SEE SHEET SS01 SANITARY LINE 2.2 SEE SHEET SS01 SANITARY LINE 2.1 SEE SHEET SS02 SANITARY LINE 2.4 SEE SHEET SS02 SANITARY LINE 2.5 SEE SHEET SS02 PHASE 2B PHASE 2C PHASE 2A LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 12 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 19 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 30 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 31 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 42 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 LOT 43 LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 LOT 54 LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 LOT 55 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 66 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 67 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 LOT 78 LOT 73 LOT 74 LOT 75 LOT 79 LOT 84 LOT 83 LOT 81 LOT 82 LOT 76 LOT 77 LOT 80 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_PH01-PH02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 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 PH01 PLAN PHASING JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 NOTES: LEGEND: PROJECT BOUNDARY PHASE LINE PHASING LEGEND: PHASE TWO A - PHASE TWO B - PHASE TWO C- 1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. 2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS. 3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE. 4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN DURING THE CONSTRUCTION OF THE NEXT PHASE. 5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 6. FOR DETAILED OVERLOT GRADING SEE SHEETS GR01-GR06. 7. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2' FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE. 8. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE CONSTRUCTION. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW ROTATION: 0° UTILITY PHASING PHASE REQUIRED UTILITY INFRASTRUCTURE 2A SANITARY SS LINE 1, SS LINE 2.3 2A STORM SD LINE A (SDMH A1 - INLET A2), SD LINE A1 2B SANITARY SS LINE 2.2, SS LINE 2.1 2B STORM SD LINE A (INLET A3 - INLET A6) 2C SANITARY SS LINE 2.4, SS LINE 2.5, SS LINE 2.6, SS LINE 2.7, SS LINE 2.8 2C STORM SD LINE B, SD LINE B1 PH01 PH02 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. MATCHLINE-SEE SHEET PH02 MINOR AMENDMENT MOSAIC TOWNHOMES PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 4951 4951 4952 4953 4954 4955 4955 4954 4953 4952 4951 4950 4949 4948 4947 4946 4952 4953 4952 4953 4955 PROJECT BOUNDARY EXISTING 20' DRAINAGE EASEMENT TO BE VACATED TEMPORARY TURN AROUND EASEMENT TO BE VACATED BY SEPARATE DOCUMENT REMOVE EXISTING FES AND 36" STORM DRAIN TO EXISTING INLET 50' RAILROAD RIGHT OF WAY BOOK 245, PAGE 76 & REC. NO. 99035876 TEMPORARY TURN AROUND PER EAST RIDGE 2ND FILING (TO BE REMOVED IF CONSTRUCTED) 6' UTILITY EASEMENT 30' LANDSCAPE SETBACK EXISTING 36" STORM DRAIN PER EAST RIDGE SECOND FILING UTILITY PLANS N=19868.87 E=12608.87 STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_EX01-EX02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW KEYMAP EX02 CONDITIONS EXISTING JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 MATCHLINE-SEE SHEET EX01 LEGEND: NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 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 THE SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT ACCEPTS CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE (970) 482-1249. 4. ALL SYMBOLS ARE GRAPHICAL IN NATURE AND ARE NOT TO SCALE. 5. CONTACT THE ALTA SURVEYOR FOR INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 7. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES WITH THE APPROVED LANDSCAPE PLANS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH THE APPROVED LANDSCAPE PLANS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS. THE CONTRACTOR SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO OR WITHIN THE CONSTRUCTION AREA. 10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST CITY STREET REPAIR STANDARDS. 11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 12. EXISTING CONDITIONS PER EAST RIDGE SECOND FILING DESIGN. CONTRACTOR SHALL FIELD VERIFY INSTALLATION AND LOCATION OF EXISTING CONIDTIONS. CONTACT ENGINEER WITH ANY CONFLICTS. EXISTING SANITARY SEWER EXISTING WATER PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING STORM 5015 5014 PROPOSED STORM INLET PROPOSED MANHOLE EXISTING CURB AND GUTTER PROPOSED 8" WATER MAIN PROPOSED STORM SEWER 8''W 8''W PROPOSED 8" SANITARY SEWER 8''SS 8''SS 8''SS 8''W EX01 EX02 ROTATION: 0° MINOR AMENDMENT MOSAIC TOWNHOMES S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 18''SS 18''SS 18''SS 18''SS 18''SS LOT 1 LOT 2 LOT 16 LOT 1 LOT 15 LOT 3 LOT 14 LOT 4 LOT 13 LOT 5 LOT 12 LOT 6 LOT 11 LOT 6 LOT 13 LOT 5 LOT 14 LOT 4 LOT 15 LOT 3 LOT 16 LOT 2 LOT 17 LOT 18 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 13 LOT 12 LOT 11 LOT 10 LOT 1 LOT 14 LOT 7 LOT 9 LOT 8 LOT 1 LOT 3 LOT 4 LOT 5 LOT 2 LOT 6 LOT 7 LOT 2 LOT 3 LOT 4 LOT 7 LOT 6 LOT 5 LOT 1 LOT 8 LOT 2 LOT 3 LOT 4 LOT 1 TRACT A EAST RIDGE SECOND FILING BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 9 BLOCK 20 BLOCK 10 BLOCK 18 PROPOSED UTILITY PLANS FOR: EAST RIDGE SECOND FILING DATED : 6.30.16 BARNSTORMER STREET BIPLANE STREET NAVION LANE VINE DRIVE VICOT WAY YEAGER STREET MARQUISE STREET BURLINGTON NORTHERN RAILROAD 4955 4956 4954 4953 4952 4951 4950 4949 4948 4947 4946 4945 4950 4950 4949 4949 4950 4951 4952 4952 4951 4950 4951 4952 4953 4952 4952 4954 4955 4950 4950 4951 4950 4951 4950 4951 4949 4948 4950 4950 4952 4953 PROJECT BOUNDARY EXISTING 30' EMERGENCY ACCESS EXISTING 10' UTILITY EASEMENT 15' APPROXIMATE FUTURE UTILITY EASEMENT 9' UTILITY AND DRAINAGE EASEMENT EXISTING 20' DRAINAGE EASEMENT TO BE VACATED BY EAST RIDGE THIRD FILING PLAT EXISTING 36" STORM DRAIN PER EAST RIDGE SECOND FILING UTILITY PLANS 50' RAILROAD RIGHT OF WAY BOOK 245, PAGE 76 & REC. NO. 99035876 EXISTING 30' SANITARY SEWER EASEMENT EXISTING SANITARY SEWER PER EAST RIDGE SECOND FILING PLAN SET EXISTING 8" WATER LINE STUB FOR PROPOSED TOWNHOMES CONNECTION 6' UTILITY EASEMENT 30' LANDSCAPE SETBACK REMOVE EXISTING FES EXISTING FIRE ACCESS GATE SHALL NOT SWING INTO PUBLIC R.O.W. EXISTING 6" WATER LINE STUB FOR PROPOSED TOWNHOMES CONNECTION EXISTING 6" WATER LINE STUB FOR PROPOSED TOWNHOMES CONNECTION STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_EX01-EX02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO 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 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW KEYMAP EX01 CONDITIONS EXISTING JEP JPD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 MATCHLINE-SEE SHEET EX02 LEGEND: NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 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 THE SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT ACCEPTS CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE (970) 482-1249. 4. ALL SYMBOLS ARE GRAPHICAL IN NATURE AND ARE NOT TO SCALE. 5. CONTACT THE ALTA SURVEYOR FOR INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 7. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES WITH THE APPROVED LANDSCAPE PLANS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH THE APPROVED LANDSCAPE PLANS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS. THE CONTRACTOR SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO OR WITHIN THE CONSTRUCTION AREA. 10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST CITY STREET REPAIR STANDARDS. 11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 12. EXISTING CONDITIONS PER EAST RIDGE SECOND FILING DESIGN. CONTRACTOR SHALL FIELD VERIFY INSTALLATION AND LOCATION OF EXISTING CONIDTIONS. CONTACT ENGINEER WITH ANY CONFLICTS. EXISTING SANITARY SEWER EXISTING WATER PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING STORM 5015 5014 PROPOSED STORM INLET PROPOSED MANHOLE EXISTING CURB AND GUTTER PROPOSED 8" WATER MAIN PROPOSED STORM SEWER 8''W 8''W PROPOSED 8" SANITARY SEWER 8''SS 8''SS 8''SS 8''W EX01 EX02 ROTATION: 0° MINOR AMENDMENT MOSAIC TOWNHOMES 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 6.0 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 Reports for East Ridge Third Filing Addendum 1 Mosaic Townhomes dated June 18, 2019 by Galloway and Company, Inc., 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 Larimer County. 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: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARKS: 92-3, TIMBERLINE RD. AT LARIMER-WELD IRRIGATION DITCH, ON THE SOUTH END OF THE EAST PARAPET WALL ELEVATION: 4985.68 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.19' BENCHMARK: 41-01, ON THE NORTH SIDE OF EAST VINE DRIVE , WEST OF 3024 EAST VINE DRIVE, ON THE NORTH SIDE OF A ROUND ELECTRICAL VAULT. ELEVATION: 4966.54 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18' 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. Approved Variances are listed as follows: Intersection spacing for Private Drive Helldiver Drive west side onto Barnstormer Street, and vacation of the temporary turnaround on both the east end of Barnstormer Street and the south end of Zeppelin Way. CONSTRUCTION NOTES A. GRADING AND EROSION CONTROL NOTES 1. The City Stormwater Department 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 BMPs (e.g., perimeter silt and construction fencing) shall be installed prior to any land disturbing activity (e.g., 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. The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. 6. 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. 7. 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 Stormwater Department. 8. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every fourteen (14) days and after each runoff 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. City Ordinance prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any vehicle. Any inadvertent deposited material shall be cleaned immediately by the contractor. 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 drainageway. 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 NOTE 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. The Developer shall be responsible for maintenance of all storm drainage facilities that are constructed outside of the public right-of-way that are cited herein: The stormlines as noted on the plan and profiles of this plan set. 2. All other storm drainage facilities designed with these utility plans are public and shall be maintained by the City of Fort Collins. 3. All recommendations of the Final Drainage and Erosion Control Reports for East Ridge Third Filing Addendum 1 Mosaic Townhomes dated July 3, 2019 by Galloway and Company, shall be followed and implemented. 4. 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 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. 5. 18" minimum vertical separation from other utilities is required including storm pipes and irrigation mains. Less than 18" will require a steel or concrete encasement of the lower sewer or water. E. EAST LARIMER COUNTY WATER DISTRICT STANDARD NOTES: The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District ('ELCO' or 'District') and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence. 1. Standards and Specifications: Construction shall be per the East Larimer CountyWater District Standard Construction Specifications in effect at the start of construction. 2. Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall immediately notify owner of the utility involved and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. Cost of repairs shall be the responsibility of the ContractorContractor. 3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. done. 4. Safety: All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6. Design Approval and Notice of Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all line testing. Construction or testing shall conform to District Specifications at all times. In event that State or City road excavation permit(s) are required Contractor shall notify District of proposed construction schedule well in advance to allow time for District to obtain the required permit(s). 7. Permits: Contractor is responsible for obtaining all County road permits which may be required. 8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on As-Built drawings as detailed below in these Notes. 9. Materials of Construction: a. Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (DR 18). All PVC piping 14-inch through 24-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36", Class 200 (DR 18). Pipe with a diameter greater than 24 inches shall be specified based on engineered design. Pipe size shall be as shown on the approved plans. All water piping shall be installed with a twelve (12) gauge braided copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. b.Gate Valves - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve shall be Mueller A-2380-20 or approved equal. c.Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. Valve shall be Mueller or approved equal. d. Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units. Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB- 67-250X with epoxy coated shoe. e. Fittings - All fittings shall be swing assemblies with anchor couplings. 10. Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be polywrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. 11. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority. 13. Thrust Blocks: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with ELCO Specifications. Thrust blocks shall be used only as required per field conditions and as approved or directed by the ELCO field inspector. 14. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 15. Asphalt Replacement: In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's record) and is cut, the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 16. Pipe Cover: A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 17. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the District's authorized contractor with no exception. 18. Inspection: ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in the District’s Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices. 19. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 20. Project As-Built and Record Drawing Requirements: a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built drawings shall be forwarded to project’s design engineer for conversion to Record Drawings. b. Record Drawings are prepared by the project’s design engineer and reflect onsite changes the contractor noted in the as-built drawings. The Record Drawings shall be approved by ELCO prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved. 21. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the ELCO. F. BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES: The following information is condensed from the current “Standard Construction Specification for Sewer Mains” as adopted by the Boxelder Sanitation District (District) and is to be considered as such. In the event of any question the full document shall take precedence. 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure. 19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com C 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_CV01-CV02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 MINOR AMENDMENT MOSAIC TOWNHOMES (303) 206-9455 PROJECT TEAM: 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: 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. CERTIFICATION STATEMENT: Russell + Mills Studios Craig Russell, RLA, ASLA 141 S. College Avenue, Suite 104 Fort Collins, CO 80524 (970) 484-8855 PLANNER/ LANDSCAPE ARCHITECT russell mills studios + UTILITY CONTACT LIST: * BEING A REPLAT OF TRACT A OF EAST RIDGE SECOND FILING, IN THE EAST HALF OF SECTION 8, T7N, R68W OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Galloway & Company James E. Prelog 5265 Ronald Reagan Blvd., Suite 210 Johnstown, Colorado 80534 970.800.3300 SITE ENGINEER / SURVEYOR Planning. Architecture. Engineering. GAS Xcel Energy Stephanie Rich (970) 225-7828 ELECTRIC City of Fort Collins Light and Power Janet Mctague (970) 224-6152 CABLE Xfinity Don Kapperman (970) 484-7166 TELECOM. Centurylink William Johnson (970) 377-6401 WATER ELCO Mike Scheid (970) 493-2044 WASTEWATER Boxelder Sanitation District Karen Reynolds (970) 498-0604 STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6700 UTILITY COMPANY CONTACT PHONE NUMBER * ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. TYPICAL ROAD SECTIONS S. TIMBERLINE RD. E. VINE DRIVE N. LEMAY AVE. 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 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW PROJECT BENCHMARKS: BENCHMARKS PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARKS: 92-3, TIMBERLINE RD. AT LARIMER-WELD IRRIGATION DITCH, ON THE SOUTH END OF THE EAST PARAPET WALL ELEVATION: 4985.68 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.19' BENCHMARK: 41-01, ON THE NORTH SIDE OF EAST VINE DRIVE , WEST OF 3024 EAST VINE DRIVE, ON THE NORTH SIDE OF A ROUND ELECTRICAL VAULT. ELEVATION: 4966.54 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18' STAMP 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Planning. Architecture. Engineering. O www.gallowayUS.com C 2017. Galloway & Company, Inc. All Rights Reserved Date: Drawn By: Project No: Checked By: H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_CV01-CV02_N.dwg - Jordan Deshon - 7/2/2019 HFH000013.20 07.03.19 # Date Issue / Description Init. EAST RIDGE THIRD FILING - REPLAT MOSAIC TOWNHOMES FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION EAST RIDGE HOLDINGS 4801 Goodman Rd. Timnath, CO 80547 970.674.1109 VICINITY MAP SCALE: NTS CV01 COVER SHEET CV02 GENERAL AND CONSTRUCTION NOTES EX01-EX02 EXISTING CONDITIONS PH01-PH02 PHASING PLANS GR01-GR03 GRADING PLANS UT01-UT02 NORTH TOWNHOMES UTILITY PLANS SS01-SS03 SANITARY SEWER PLAN AND PROFILE SD01-SD04 STORM DRAIN PLAN AND PROFILE RD01 PRIVATE DRIVE A & B PLAN AND PROFILES RD02 PRIVATE DRIVE C & D PLAN AND PROFILES RD03 PRIVATE DRIVE E & F PLAN AND PROFILES RD04 PRIVATE DRIVE G & H PLAN AND PROFILES RD05 PRIVATE DRIVE I PLAN AND PROFILE RD06 SIGNAGE PLAN EC01 EROSION CONTROL PLAN DR01 DRAINAGE PLANS DT01-DT011 DETAILS SHEET INDEX EAST RIDGE THIRD FILING - MINOR AMENDMENT CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. SITE MINOR AMENDMENT MOSAIC TOWNHOMES