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Home My WebLink AboutWATERFIELD THIRD FILING - FDP - FDP140006 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSMAJOR COLLECT STREET OLD VINE DRIVE 4-LANE ARTERIAL "NEW VINE" DRIVE & TIMBERLINE ROAD MINOR COLLECT STREET MERGANSER DRIVE (STA 10+00 - 12+30) RESIDENTIAL STREET INTERNAL STREETS MODIFIED RESIDENTIAL STREET GARGANEY DRIVE ALLEY OPTION B PRIVATE DRIVE RESIDENTIAL STREET MERGANSER DRIVE (STA 23+70 - 30+00) 4-LANE ARTERIAL INTERIM TIMBERLINE ROAD RESIDENTIAL STREET MERGANSER DRIVE (STA 15+00 - 22+00) TIMBERLINE ROAD OLD VINE DRIVE LEMAY AVENUE PROJECT SITE OLD VINE DRIVE Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CS1 COVER SHEET FEBRUARY, 2014 UTILITY PLANS FOR A REPLAT OF WATERFIELD P.U.D. SECOND FILING AND A PORTION OF WATERFIELD P.U.D. FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. CONTACT INFORMATION PROJECT TEAM: Ripley Design, Inc. Linda Ripley 401 W. Mountain Ave., Suite 100 (970) 224-5828 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CS2 CONSTRUCTION NOTES GENERAL AND A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies �2� �� .�. �� 2� �.�. �� .�. �.�. �2� �2� �� 2� �� H2O �� GAS � � � � �� .�. � � �2� �� X X X X X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE ST �� VAULT CABLE �� VAULT CABLE � � � �� VAULT ELEC �.�. ELEC ELEC �.�. �.�. ELEC BRKR ELEC ELEC � �2� � � � � GAS VAULT ELEC �.�. �� VAULT ELEC �� VAULT ELEC �� .�. �� 2� �� .�� . ELEC ELEC � GAS T VAULT �� 2� �.�. �� .�. �.�. �2� �2� �� X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) / / / / / / / / / / / / / / / / DE1 DEMOLITION PLAN NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 � �2� �� .�. �� 2� �� .�� . ELEC ELEC � GAS T VAULT ELEC SS SS SS SS SS SS �� X X X X X X X X X X X X X X X X X X X X X X X W W W W W WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) PERMANENT WATER SURFACE WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / VAULT CABLE �� GAS SS SS SS ST �� X X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / �2� �� .�. �� .�. ELEC ELEC �.�. �� X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / / / HEADGATE NO. 10 LATERAL / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE4 DEMOLITION PLAN NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� VAULT ELEC �.�. ELEC ELEC �.�. �.�. ELEC BRKR ELEC ELEC � �2� � � � VAULT ELEC �� .�. �� 2� �� .�� . ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC SS SS SS SS SS SS SS SS SS SS �� OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE � � � W W ST ST ST ST ST � VAULT CABLE � � � �� 2� � � � � VAULT ELEC �.�. �� VAULT ELEC �� VAULT ELEC �� .�. �� 2� �� .�� . ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS �2� �� 2� �.�. �.�. �.�. �2� �2� �� VAULT CABLE �� VAULT CABLE � � � �� VAULT ELEC ELEC ELEC �.�. ELEC BRKR ELEC ELEC � � � �2� �� GAS H2O GAS � � � � �� .�. � � �2� � VAULT ELEC �.�. �� VAULT W S S S W W S S W W W W S S S S W W S S W W S S W W S W W S S S W W S S W W S S W W S W W S S S W W S S W W S S W W S S S S W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S S S S W W W W W W W W W W W W W W W S S S S S S S S S S S S W W S S S W W S S W W W W S S S S W W S W S W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W S W W S W W W W W W W W W W S S S S S S S S S S W W S VAULT CABLE �� UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W W W W W W W W S S S S S S S S S S W W S S W W S S W W S S W W S S W W S W W S S S W W S W W S S W W S S W W S S S S W W S W W S S S S W W W W W S W S W W S S S S W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W W W W W S S S W W W W W W W W W W W S S S S S S S S S S S S W W S S W W S S W W S S W W S S W S W W S �� VAULT ELEC ELEC ELEC �.�. ELEC BRKR ELEC ELEC � � VAULT ELEC �� .�. ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W W W W W S S S S S S S S S S S S W W W W W W W W W W S S S W W W W W W S W W S S S S S S S W W W S W S S S S S S S S S W W W W W W W W � VAULT CABLE � SS SS SS SS SS W W W W S S S S W W W S S S W W S S Existing SSMH PDI 0750 STA 10+00.00 N: 134418.66 E: 206247.07 SSMH A1 STA 12+57.79 N: 134673.08 E: 206205.55 257.79 LF 12" PVC @ 0.25% 10' MIN 9' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN ALEUTIAN DRIVE LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 4 LOT 5 LOT 6 TRACT C LOT 7 LOT 8 TRACT E Existing SSMH PDI 0760 N: 134413.49 E: 206438.08 � ST X X X X X 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75 W S W W W S S S W W W W W W S S S S S S W W W S W S S S S S S S S W W W W W SSMH A1-4E STA 15+43.20 N: 134924.07 E: 206493.57 SSMH A1-3E STA 14+00.02 N: 134780.91 E: 206491.34 SSMH A1-2E STA 12+69.59 N: 134651.67 E: 206473.76 SSMH A1-1E STA 11+22.25 N: 134671.71 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+25 W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 UD UD UD UD UD UD UD W W W W W W S S S S S S S S S W W W W S S S S S W W W W W 9' UTIL EASEMENT 6' UTIL EASEMENT 15' UTIL EASEMENT SSMH A1-1.1N STA 12+64.32 N: 135066.43 E: 206470.53 SSMH A1-1N STA 10+00.00 N: 135021.90 E: 206209.99 264.32 LF 8" PVC @ 0.50% 9' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 10' MIN CAPE TEAL DRIVE MUSCOVY DRIVE LOT 1 BLOCK 2 LOT 2 LOT 3 TRACT B LOT 4 LOT 5 LOT 6 LOT 2 LOT 1 LOT 28 LOT 29 4930 4935 4940 4945 4950 4955 4960 4965 4970 4975 4930 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S S S W W W W W W W S S S S S W W W W W W W W W W W S S S 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 S W W S S W S S W W S S W W S S W W S S W W S S W W S S W W S S S S W W W W S S � � VAULT ELEC �� .�. VAULT C ELEC SS SS SS � � � W W W W �� SS S S S S W W W W W S S W W W W W W W W S S S S S SSMH B2 STA 10+00.00 N: 135101.76 E: 206794.09 114.59 LF 8" PVC @ 0.50% SSMH B2-1 STA 11+14.59 N: 135102.16 E: 206679.50 135.51 LF 8" PVC @ 0.50% SSMH B2-2 STA 12+50.10 N: 135079.32 UD UD UD UD UD UD UD UD W W W W W W W W W W S S S S S S S S S S S W W S S S W W S S W W W W S S S S W W S W S W W W W S S S S S W W S W W W �.�. �.�. �2� �2� �� OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W S S W W S S W W S S W W S S W W S W W S S S W W S S W W S S W W S W W S UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W W W S S S S S W W S W W S S W W S S W W S S W W S W S W W S S S W W S W S W W S S W W S S W W S S W W S S W S W W S S W W S S W S W S W S W S W S W S W S W S W SSMH B5-4 STA 22+37.52 N: 136157.74 E: 207755.40 SSMH B5-3 STA 19+56.46 N: 135876.68 E: 207754.01 SSMH B5-2 STA 16+24.15 N: 135878.32 E: 207421.70 SSMH B5-1 STA 12+91.83 N: 135879.96 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S S W W S W W S S S W W S W W S S W W S S W W S S S S W W S W W S S S S W W W W W S W S S W W S S W W S S W W S S W W S S W S W W S S W S W S W SSMH B5-1.5 STA 18+93.89 N: 136193.96 E: 207693.41 SSMH B5-1.4 STA 16+52.74 N: 136195.22 E: 207452.26 SSMH B5-1.3 STA 14+11.59 N: 136196.49 E: 207211.12 SSMH B5-1.2 STA 13+35.89 N: 136210.65 E: 207136.76 SSMH B5-1.1 STA 11+23.02 N: 136002.98 E: 207090.00 SSMH B5-1 STA 10+00.00 N: 135879.96 E: 207089.39 123.02 LF 8" PVC @ 0.50% 212.87 LF 8" PVC @ 2.00% 75.70 LF 8" PVC @ 2.00% 241.15 LF 8" PVC @ 2.00% 241.15 LF 8" PVC @ 2.00% 10' MIN 10' MIN 10' MIN 9' UTIL EASEMENT 4935 4940 4945 4950 4955 4960 4965 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 14+50 UD UD UD INLET A2 STA 13+88.49 N: 135493.27 E: 206126.26 INLET A1 STA 10+00.00 N: 135337.24 E: 205770.49 388.49 LF 15" RCP @ 0.52% TRACT L WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) NEW VINE DRIVE Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ST1 4935 4940 4945 4950 4955 4960 4965 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STMH B1 STA 10+00.00 RIM 4944.3± INV. IN 4941.33 (NW) 81.04 LF 30" RCP @ 2.69% STMH B2 STA 10+81.04 RIM 4949.3± INV. IN 4943.51 (N) INV. OUT 4943.51 (SE) 241.32 LF 24" RCP @ 0.50% STMH B3 STA 13+22.36 STA 10+07.12 (LINE B3) RIM 4950.0± INV. IN 4944.72 (N) INV. IN 4944.72 (W) INV. IN 4944.72 (E) INV. OUT 4944.72 (S) 146.12 LF 24" RCP @ 0.50% STMH B4 STA 14+68.48 RIM 4951.0± INV. IN 4945.45 (NW) INV. OUT 4945.45 (S) 179.69 LF 24" RCP @ 0.50% STMH B5 STA 16+48.17 RIM 4950.5± INV. IN 4947.02 (NE) INV. OUT 4946.35 (SE) 119.06 LF 15" RCP @ 0.60% OUTLET STRUCTURE B7 STA 18+81.55 RIM 4949.9± INV. OUT 4948.42 (SW) 12" SANITARY SEWER CROSSING STA.=12+36.79 PROPOPSED WATER LINE LOWERING STA.=12+46.79 TOP= 4942.51 PROPOPSED WATER LINE LOWERING STA.=10+62.73 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 11+50 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 INLET C2 STA 10+38.65 N: 134662.59 E: 205735.47 INLET C3 STA 10+70.15 N: 134694.08 E: 205735.83 FES C1 STA 10+00.00 N: 134626.16 E: 205722.56 38.65 LF 15" RCP @ 3.77% 31.50 LF 15" RCP @ 0.50% LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 ALEUTIAN DRIVE OUZEL DRIVE LOT 12 STA 10+90.35 N: 134537.54 E: 205613.43 TRACT A VAULT CABLE � �� 4950 4955 4960 4965 4970 4975 4980 4950 4955 4960 4965 4970 4975 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 400.60 LF 24" PVC @ 0.50% 319.99 LF 24" PVC @ 0.70% 365.12 LF 24" PVC @ 3.00% IRRIGATION MH A2 STA 17+20.59 RIM 4964.7± INV. IN 4957.44 (N) INV. OUT 4957.44 (S) IRRIGATION MH A1 STA 14+00.60 RIM 4959.6± INV. IN 4955.20 (N) INV. OUT 4955.20 (S) IRRI MH J2 STA 10+00.00 RIM 4957.0± INV. IN 4953.20 (N) �� VAULT ELEC ELEC ELEC �.�. ELEC BRKR ELEC ELEC � �� UD UD UD UD UD UD UD IRRIGATION MH A2 STA 17+20.59 N: 135580.89 E: 207903.30 IRRIGATION MH A1 STA 14+00.60 N: 135260.90 E: 207901.63 IRRI MH J2 STA 10+00.00 4960 4965 4970 4975 4980 4985 4990 4960 4965 4970 4975 4980 4985 4990 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 365.12 LF 24" PVC @ 3.00% 405.96 LF 24" PVC @ 0.08% 292.72 LF 24" PVC @ 0.08% 264.90 LF 24" PVC @ 0.08% IRRIGATION MH A5 STA 27+84.39 RIM 4981.6± INV. IN 4972.96 (W) INV. OUT 4972.96 (E) IRRIGATION MH A4 STA 24+91.67 RIM 4980.5± INV. IN 4972.74 (W) INV. OUT 4972.74 (S) IRRIGATION MH A6 STA 30+49.29 RIM 4978.7± INV. OUT 4973.16 (E) IRRIGATION MH A3 STA 20+85.71 STA 10+00.00 (LINE A3) RIM 4976.1± INV. IN 4972.43 (N) INV. OUT 4968.40 (S) INV. OUT 4972.43 (E) �2� �� X X X X X X X X X OHE IRRIGATION MH A5 STA 27+84.39 N: 136353.49 E: 207614.62 4960 4965 4970 4975 4980 4985 4990 4960 4965 4970 4975 4980 4985 4990 9+50 10+00 11+00 11+75 IRRIGATION MH A3 STA 11+33.76 STA 20+85.71 (LINE A) RIM 4976.1± INV. IN 4972.43 (N) INV. OUT 4968.40 (S) INV. OUT 4972.43 (E) 133.76 LF 18" PVC @ 0.06% IRRIGATION END A3-1 STA 10+00.00 RIM 4974.0± INV. IN 4972.35 (W) �� ELEC ELEC UD UD IRRIGATION END A3-1 STA 10+00.00 N: 135897.42 E: 208029.84 133.76 LF 18" PVC @ 0.06% LOT 25 LOT 26 BLOCK 9 LOT 27 LOT 28 IRRIGATION MH A3 STA 11+33.76 STA 20+85.71 (LINE A) N: 135946.00 E: 207905.21 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 CLEANOUT A4 STA 16+85.29 RIM 4956.8± INV. IN 4953.56 (E) INV. OUT 4953.56 (W) CLEANOUT A3 STA 14+95.29 RIM 4955.1± INV. IN 4951.66 (E) INV. OUT 4951.66 (W) CLEANOUT A2 STA 14+13.80 RIM 4954.8± INV. IN 4951.25 (E) INV. OUT 4951.25 (W) CONCRETE COLLAR A1 STA 10+00.00 RIM 4951.2± INV. IN 4950.44 (E) 8" SANITARY SEWER CROSSING STA.=11+65.94 8" SANITARY SEWER CROSSING STA.=14+49.30 CLEANOUT A1 STA 12+01.44 RIM 4953.0± INV. IN 4950.84 (E) INV. OUT 4950.84 (W) UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD CLEANOUT A4 STA 16+85.29 N: 135890.53 E: 207033.60 CLEANOUT A3 STA 14+95.29 N: 135891.52 E: 206843.60 CLEANOUT A2 STA 14+13.80 N: 135891.95 E: 206762.11 4945 4950 4955 4960 4965 4970 4975 4980 4985 4945 4950 4955 4960 4965 4970 4975 4980 4985 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 CLEANOUT A8 STA 25+77.53 RIM 4973.3± INV. OUT 4969.55 (W) CLEANOUT A5 STA 17+77.29 RIM 4957.7± INV. IN 4954.48 (E) INV. OUT 4954.48 (W) 8" SANITARY SEWER CROSSING STA.=17+41.13 CLEANOUT A7 STA 24+41.91 RIM 4968.7± INV. IN 4964.81 (E) INV. OUT 4964.81 (W) CLEANOUT A6 STA 23+49.91 RIM 4966.0± INV. IN 4960.21 (E) INV. OUT 4960.21 (W) 8" SANITARY SEWER CROSSING STA.=24+05.76 24" IRRIGATION CROSSING STA.=25+56.60 �� UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD CLEANOUT A8 STA 25+77.53 N: 135885.85 E: 207925.83 CLEANOUT A5 STA 17+77.29 N: 135890.04 E: 207125.60 92.00 LF 8" PVC @ 1.00% 572.62 LF 8" PVC @ 1.00% 4935 4940 4945 4950 4955 4960 4965 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 CLEANOUT B1-W STA 10+00.00 RIM 4954.3± INV. OUT 4948.82 (E) STMH B6 STA ??? RIM 4954.3± INV. IN 4947.73 (NE) INV. IN 4948.53 (W) INV. IN 4948.53 (E) INV. OUT 4947.73 (SW) CLEANOUT B1 STA 13+99.49 RIM 4954.0± INV. IN 4949.21 (E) INV. OUT 4949.21 (W) CLEANOUT B2 STA 18+12.79 RIM 4953.6± INV. IN 4950.04 (E) INV. OUT 4950.03 (W) HORZ DEFLECTION B3 STA 19+92.89 RIM 4951.3± INV. IN 4950.94 (E) INV. OUT 4950.94 (W) LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 GAS X X X X 4945 4950 4955 4960 4965 4970 4975 4945 4950 4955 4960 4965 4970 4975 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 CLEANOUT B4 STA 23+19.56 RIM 4956.5± INV. IN 4952.57 (E) INV. OUT 4952.57 (W) CLEANOUT B5 STA 24+19.65 RIM 4957.1± INV. IN 4953.07 (E) INV. OUT 4953.08 (W) HORZ DEFLECTION B6 STA 26+94.62 RIM 4954.8± INV. IN 4954.45 (E) INV. OUT 4954.45 (W) CLEANOUT B7 STA 28+74.72 RIM 4959.5± INV. IN 4955.35 (E) INV. OUT 4955.35 (W) HORZ DEFLECTION B8 STA 31+40.67 RIM 4957.0± INV. IN 4956.68 (E) INV. OUT 4956.68 (W) CLEANOUT B9 STA 34+57.61 RIM 4962.6± INV. OUT 4958.26 (W) �.�. ELEC ELEC � GAS T VAULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD � �� GAS T VAULT ELEC VAULT C ELEC SS SS � � � W W W W �� SS SS SS UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD LOT 9 LOT 5 LOT 6 LOT 8 LOT 7 BLOCK 3 LOT 7 LOT 8 LOT 9 BLOCK 2 NEW VINE DRIVE BLOCK 7 LOT 3 LOT 2 LOT 1 LOT 28 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 BLOCK 8 LOT 2 LOT 3 BLOCK 10 LOT 6 LOT 7 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 BLOCK 6 TRACT Q MERGANSER STREET MERGANSER STREET TRACT G 4930 4935 4940 4945 �� UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD BLOCK 10 BLOCK 10 LOT 9 LOT 8 LOT 7 LOT 1 GOSLYN DRIVE LOT 2 BLOCK 11 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 25 LOT 26 LOT 27 LOT 28 LOT 14 LOT 13 LOT 12 BLOCK 11 TRACT P LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 TRACT H BLOCK 6 TRACT Q GARGANEY DRIVE BLACK SCOTER DRIVE TIMBERLINE ROAD 4945 4950 4955 4960 4965 4970 4975 4980 4985 4945 4950 4955 4960 4965 4970 4975 4980 4985 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 12" PVC 12" PVC 12" PVC STA. 26+14.8 1.0° DEFLECTION T.O.P.=4957.03 STA. 28+55.4 0.5° DEFLECTION T.O.P.=4963.18 STA. 30+68.4 CONTRACTOR TO INSTALL VAULT CABLE �� ST X X X X X X X X X X X X X OHE OHE OHE W W W G G G G G G G G W W W W W W W W W W W W W W W TRACT A TRACT C LOT 1 LOT 2 BLOCK 1 LOT 3 LOT 4 LOT 5 LOT 18 LOT 19 BLOCK 5 ALEUTIAN DRIVE OUZEL DRIVE SHEARWATER DRIVE LOT 17 LOT 16 LOT 6 LOT 7 4930 4935 4940 4945 4950 4955 4960 � � � X X X X X X X X X X X X X X X X X � � � � UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE BLACK SCOTER DRIVE OUZEL DRIVE GOSLYN DRIVE CAPE TEAL DRIVE MUSCOVY DRIVE ROSYBILL DRIVE SHEARWATER DRIVE ALEUTIAN DRIVE MANDARIN DRIVE GARGANEY DRIVE MANDARIN DRIVE TRACT C TRACT L TRACT M TRACT H TRACT I TRACT A BLOCK 7 BLOCK 8 BLOCK 8 MERGANSER BLOCK 9 BLOCK 10 MANDARIN DRIVE MANDARIN DRIVE ROSYBILL DRIVE 6' CROSS PAN FOREBAY LOT 5 FG=57.83 TF=58.50 A LOT 6 FG=59.16 TF=59.83 A LOT 7 FG=59.25 TF=59.92 A LOT 8 FG=60.59 TF=61.26 A LOT 9 FG=62.67 TF=63.34 A LOT 10 FG=64.97 TF=65.64 A LOT 11 FG=69.28 TF=69.95 A LOT 2 FG=61.36 TF=62.03 A LOT 3 FG=63.20 TF=63.87 A LOT 4 FG=65.72 TF=66.39 A LOT 5 FG=67.95 TF=68.62 A LOT 11 FG=69.15 TF=69.82 A LOT 10 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD MERGANSER BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 7 BLOCK 7 BLOCK 6 BLOCK 8 BLOCK 8 "NEW VINE" DRIVE BLOCK 10 BLOCK 10 CAPE TEAL D MANDARIN DRIVE PROPOSED STORM LINE A PROPOSED OUTLET STRUCTURE SIDEWALK CUVERT SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE PROPOSED OUTLET CROSS PAN PERFORATED UNDERDRAIN PERFORATED UNDERDRAIN 6' CROSS PAN SIDEWALK CULVERT 2' TRICKLE PAN 2' TRICKLE PAN DETENTION POND EXISTING WETLANDS/ DETENTION POND FOREBAY PROPOSED OUTLET FOREBAY GARGANEY DRIVE LOT 1 LOT 2 A LOT 3 FG=53.26 A LOT 4 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD � ST X X X X X X X X X X X X X X X X X X X BLOCK 1 BLOCK 1 BLOCK 2 BLOCK 5 BLOCK 5 "NEW VINE" DRIVE OUZEL DRIVE CAPE TEAL DRIVE SHEARWATER DRIVE ALEUTIAN DRIVE PROPOSED STORM LINE A PROPOSED STORM LINE B PROPOSED OUTLET STRUCTURE PROPOSED STORM LINE B PROPOSED STORM LINE C PROPOSED OUTLET STRUCTURE & OUTLET PIPE SIDEWALK CUVERT SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE SIDEWALK CULVERT 2' TRICKLE PAN 2' TRICKLE PAN STORM INLET TRICKLE PAN DETENTION POND CURB INLET CURB INLET TRICKLE PAN CROSS PAN UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD X X X X X X X X X MERGANSER MERGANSER BLOCK 9 BLOCK 9 BLOCK 11 BLOCK 11 BLOCK 10 BLOCK 10 BLACK SCOTER DRIVE GOSLYN DRIVE ROSYBILL DRIVE GARGANEY DRIVE PROPOSED UNDERDRAIN SIDEWALK CULVERT CROSS PAN CROSS PAN CROSS PAN PERFORATED UNDERDRAIN PERFORATED UNDERDRAIN 2' CURB CUT 2' CURB CUT 6' CROSS PAN INFILTRATION GALLERY GARGANEY DRIVE WITHIN MEDIAN LOT 4 FG=61.01 TF=61.68 A LOT 5 FG=60.40 TF=61.07 A LOT 6 FG=59.79 TF=60.46 A LOT 7 FG=59.09 TF=59.76 A LOT 1 FG=59.67 TF=60.34 A LOT 2 FG=61.36 TF=62.03 A LOT 3 FG=63.20 TF=63.87 A LOT 4 FG=65.72 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD � "NEW VINE" DRIVE MERGANSER BLOCK 6 GARGANEY DRIVE PROPOSED UNDERDRAIN SIDEWALK CULVERT CROSS PAN CROSS PAN CROSS PAN PERFORATED UNDERDRAIN PERFORATED UNDERDRAIN 2' CURB CUT 2' CURB CUT INFILTRATION GALLERY GARGANEY DRIVE WITHIN MEDIAN LOT 1 FG=59.75 TF=60.42 A LOT 2 FG=60.81 TF=61.48 A LOT 3 FG=61.25 TF=61.92 A LOT 4 FG=61.01 TF=61.68 A LOT 5 FG=60.40 TF=61.07 A LOT 6 FG=59.79 TF=60.46 A LOT 7 FG=59.09 TF=59.76 A LOT 1 FG=58.97 TF=59.64 TF=60.21 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD ST ST ST ST ST � � BLOCK 2 BLOCK 3 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 2 MERGANSER "NEW VINE" DRIVE CAPE TEAL DRIVE MUSCOVY DRIVE SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE SIDEWALK CULVERT 2' TRICKLE PAN CROSS PAN SHEARWATER DRIVE ALEUTIAN DRIVE DAY LIGHT EXISTING PIPE CROSS PAN ALEUTIAN DRIVE SOFT PAN LOT 8 FG=50.47 TF=51.14 A LOT 27 FG=52.45 TF=53.12 A LOT 28 FG=52.60 TF=53.27 A LOT 29 FG=51.67 TF=52.34 A LOT 6 FG=50.84 TF=51.51 A � � � X X X X X X X X X X X X X X X X X � � � � UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE BLACK SCOTER DRIVE OUZEL DRIVE GOSLYN DRIVE CAPE TEAL DRIVE MUSCOVY DRIVE ROSYBILL DRIVE SHEARWATER DRIVE ALEUTIAN DRIVE MANDARIN DRIVE GARGANEY DRIVE MANDARIN DRIVE DETENTION POND EXISTING WETLANDS DETENTION POND SF SF SF Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EC2 EROSION CONTROL DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R SILT FENCE SF 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 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EC3 EROSION CONTROL DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R CURB INLET PROTECTION VEHICLE CONTROL TRACKING PAD IP VTC CONCRETE WASHOUT AREA CWA 005 006 008 PLANTED RIPRAP INSTALLATION RP 009 007 SEDIMENT TRAP & SEDIMENT BASIN B B A A ST L351 C359 L353 C360 L355 C361 L357 C362 L359 C363 L361 C364 L363 C365 L365 C366 L367 C367 L369 C368 C301 X X X X X X X ⅊ ⅊ ⅊ ⅊ "NEW VINE" DRIVE "NEW VINE" DRIVE ⅊ 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION L223 C236 L224 C237 C273 L266 C277 L267 L333 C263 L290 L366 L368 L373 C301 C302 L375 C354 L376 G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE "NEW VINE" DRIVE STORM DRAIN A STORM DRAIN B "NEW VINE" DRIVE CAPE TEAL DRIVE (SEE SHEETS R25) TRACT A TRACT B 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 L223 C236 L224 C237 C273 L266 C277 L267 L333 C263 L290 L366 L368 L373 C301 C302 L375 C354 L376 G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE "NEW VINE" DRIVE STORM DRAIN A STORM DRAIN B "NEW VINE" DRIVE CAPE TEAL DRIVE (SEE SHEETS R25) TRACT A TRACT B 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 L259 C271 C272 L260 C278 L268 L334 C297 C264 L339 C305 C355 C306 L332 C310 C262 L309 C221 L342 L345 C266 C352 C274 C275 L374 ELEC ELEC � GAS T VAULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 L259 C271 C272 L260 C278 L268 L334 C297 C264 L339 C305 C355 C306 L332 C310 C262 L309 C221 L342 L345 C266 C352 C274 C275 L374 ELEC ELEC � GAS T VAULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD L192 C207 L193 L194 L197 C212 L198 C217 L208 C224 L341 L209 C356 L343 L268 L285 L340 L382 C379 L384 L393 C383 L395 L400 C386 L402 L309 C265 L337 L352 UD UD UD UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE "NEW VINE" DRIVE TIMBERLINE ROAD (SEE SHEETS R10-R14) TIMBERLINE ROAD (SEE SHEETS R10-R14) TRACT J EXISTING TIMBERLINE ROAD EXISTING TRACT H TIMBERLINE ROAD 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 L192 C207 L193 L194 L197 C212 L198 C217 L208 C224 L341 L209 C356 L343 L268 L285 L340 L382 C379 L384 L393 C383 L395 L400 C386 L402 L309 C265 L337 L352 UD UD UD UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE "NEW VINE" DRIVE TIMBERLINE ROAD (SEE SHEETS R10-R14) TIMBERLINE ROAD (SEE SHEETS R10-R14) TRACT J EXISTING TIMBERLINE ROAD EXISTING TRACT H TIMBERLINE ROAD 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 C206 C209 C213 C223 C225 "NEW VINE" DRIVE "NEW VINE" DRIVE 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 40+50 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 50+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R5 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 35° LINE MATCH STA L191 L195 L199 L207 L210 "NEW VINE" DRIVE "NEW VINE" DRIVE 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 50+50 51+00 52+00 53+00 54+00 55+00 56+00 56+75 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R6 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH 35° LINE MATCH STA C381 L391 C384 L398 L404 C388 C389 L409 TIMBERLINE ROAD 4925 4930 4935 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4925 4930 4935 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH � TIMBERLINE ROAD VINE DRIVE 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4995 5000 5005 5010 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4995 5000 5005 5010 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 HEIGHT @ CL TRACKS 24.4±' Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R CENTERLINE 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4995 5000 5005 5010 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4995 5000 5005 5010 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 � TIMBERLINE ROAD "NEW VINE" DRIVE (SEE SHEETS R1-R9) "NEW VINE" DRIVE (SEE SHEETS R1-R9) TIMBERLINE ROAD TRACT H Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO X C211 L200 C216 C218 L269 C279 L287 C307 C342 C380 L386 UD TIMBERLINE ROAD GARGANEY DRIVE (SEE SHEETS R19-R22) TRACT H TRACT K 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 L196 L377 L387 L388 TIMBERLINE ROAD 4970 4975 4980 4985 4990 4995 5000 4970 4975 4980 4985 4990 4995 5000 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 54+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R14 ULTIMATE TIMBERLINE ROAD ROADWAY PLAN & PROFILE NORTH 90° KEYMAP VINE DRIVE MERGANSER ST ST ST ST ST ST ST ST � � C227 L213 C232 C235 L222 L238 C254 L241 L328 C347 L329 C344 L330 C346 C351 C269 L258 C270 L259 C271 C272 C278 C305 C355 C306 L344 C357 L346 C221 L253 L255 L256 C220 L252 L251 L250 C219 L249 C215 C204 L218 C203 C266 C352 C274 C275 UD UD UD UD UD UD UD MERGANSER STREET MERGANSER STREET LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 9 LOT 1 OLD VINE DRIVE C278 L279 C295 L280 L334 C297 C264 C305 C355 C306 C308 L335 L332 C310 C262 L296 C315 L297 C316 L298 C317 L304 C324 C329 L312 C330 L313 C331 L347 L348 C358 L350 L316 C266 C352 C274 C275 UD UD UD UD UD UD UD UD UD UD UD UD UD MERGANSER STREET MERGANSER STREET LOT 17 LOT 18 LOT 19 LOT 5 LOT 4 LOT 20 LOT 21 LOT 3 LOT 22 LOT 2 LOT 24 LOT 23 L272 L319 C336 L204 ATE DRIVE HEETS R35) ROSYBILL DRIVE LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 9 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 9+75 10+00 11+00 12+00 13+00 14+00 14+50 C280 L271 C281 C282 C283 C334 L318 C335 C339 C341 C200 L203 GARGANEY DRIVE (SEE SHEETS R19-R22) GARGANEY DRIVE (SEE SHEETS R19-R22) PRIVATE DRIVE (SEE SHEETS R35) BLACK SCOTER DRIVE LOT 12 LOT 28 LOT 27 LOT 26 LOT 11 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 9 LOT 13 LOT 10 4965 4970 4975 4980 4985 4990 4965 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 C284 L273 C285 L274 C286 L275 L276 L293 L298 C317 L299 C318 L233 C319 L310 C327 C328 L311 C329 L312 L314 C336 C337 L320 L350 L206 C202 L205 C201 W W W W W GOSLYN DRIVE (SEE SHEET R22) MERGANSER STREET (SEE SHEETS R15-R16) MANDARIN DRIVE (SEE SHEETS R23-R24) MANDARIN DRIVE (SEE SHEETS R23-R24) LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 L200 C279 L270 C280 L271 L287 C307 L288 L305 L317 C334 L321 C339 L322 C341 L323 C342 L324 L386 UD UD UD UD UD UD UD UD UD UD UD UD UD UD GARGANEY DR BLACK SCOTER DRIVE (SEE SHEETS R17) TIMBERLINE ROAD (SEE SHEETS R10-R14) TIMBERLINE ROAD (SEE SHEETS R10-R14) LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 28 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 16+00 15+00 14+00 13+00 12+00 11+00 10+00 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 16+00 15+00 14+00 13+00 12+00 11+00 10+00 4955 4960 L288 C308 L297 L305 L306 C323 L307 C324 L308 C325 C326 C331 C332 L315 C333 L317 C338 L321 L322 C340 L348 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD GARGANEY DRIVE LOT 6 LOT 1 LOT 20 LOT 19 LOT 18 LOT 17 LOT 9 LOT 22 LOT 21 MERGANSER STREET (SEE SHEETS R7-R11) GOSLYN DRIVE (SEE SHEETS R19) MERGANSER STREET (SEE SHEETS R15-R16) LOT 7 TRACT H TRACT Q TRACT G MERGANSER STREET (SEE SHEETS R7-R11) MERGANSER STREET (SEE SHEETS R15-R16) 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 4945 4950 L200 C279 L270 C280 L271 L287 C307 L288 L305 L317 C334 L321 C339 L322 C341 L323 C342 L324 L386 UD UD UD UD UD UD UD UD UD UD UD UD UD UD GARGANEY DR BLACK SCOTER DRIVE (SEE SHEETS R17) TIMBERLINE ROAD (SEE SHEETS R10-R14) TIMBERLINE ROAD (SEE SHEETS R10-R14) LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 28 TRACT H 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 16+00 15+00 14+00 13+00 12+00 11+00 10+00 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 16+00 15+00 14+00 13+00 12+00 11+00 10+00 4955 L288 C308 L297 L305 L306 C323 L307 C324 L308 C325 C326 C331 C332 L315 C333 L317 C338 L321 L322 C340 L348 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD GARGANEY DRIVE LOT 6 LOT 1 LOT 20 LOT 19 LOT 18 LOT 17 LOT 9 LOT 22 LOT 21 LOT 7 TRACT H TRACT Q 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 L279 C295 L280 L335 C314 L296 C315 C322 L304 L347 L316 MANDARIN DRIVE MERGANSER STREET (SEE SHEETS R15-R16) MERGANSER STREET (SEE SHEETS R15-R16) LOT 1 LOT 2 LOT 3 LOT 28 LOT 27 LOT 1 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 12+00 L277 C293 L278 C294 L294 C313 L295 C314 L302 C321 L303 C322 UD UD UD UD UD UD MANDARIN DRIVE LOT 1 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 2 LOT 3 LOT 9 TRACT G TRACT F LOT 10 C174 C182 L274 C286 L275 C287 C288 C289 C290 C291 L276 C292 L277 C311 L293 C312 L294 L233 C319 L301 C320 L302 L206 C267 ROSYBILL DRIVE (SEE SHEETS R17-R18) LOT 15 LOT 11 LOT 16 LOT 17 LOT 12 LOT 18 LOT 19 LOT 13 LOT 1 LOT 20 LOT 21 LOT 22 MANDARIN DRIVE 4959 4960 4965 4970 4975 4980 4959 4960 4965 4970 4975 4980 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 L165 C175 L166 C176 L168 C178 L169 C180 L170 C181 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 12+50 C237 L225 C238 L226 C268 C273 L261 L289 L356 L368 UD UD UD UD UD UD SHEARWATER DRIVE (SEE SHEETS R26-R27) LOT 17 SHEARWATER DRIVE (SEE SHEETS R26-R27) "NEW VINE" DRIVE (SEE SHEETS R1-R9) "NEW VINE" DRIVE (SEE SHEETS R1-R9) CAPE TEAL DRIVE L177 C230 L216 C231 L219 C233 L220 C240 C241 C242 L228 C243 C244 L234 C250 L235 � ST LOT 3 LOT 4 LOT 1 LOT 2 LOT 17 OLD VINE DRIVE (SEE SHEETS R30-R32) 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 C233 L220 C234 L221 L225 C238 L226 C239 L227 C240 L232 C248 C249 L234 C250 L239 L331 C343 L325 C268 L257 L261 L289 L356 LOT 5 LOT 6 LOT 7 LOT 6 LOT 1 LOT 14 LOT 15 LOT 16 LOT 3 LOT 4 LOT 13 LOT 12 LOT 11 LOT 10 LOT 28 LOT 29 LOT 25 LOT 26 LOT 27 LOT 23 LOT 24 LOT 22 LOT 21 LOT 19 LOT 20 LOT 18 CAPE TEAL DRIVE (SEE SHEET R27) MUSCOVY DRIVE (SEE SHEETS R27) LOT 17 SHEARWATER DRIVE 4940 4945 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 26+00 27+00 28+00 28+50 C235 L222 L329 C344 L330 C346 L331 C269 L258 C270 L259 L346 L255 L256 L249 C215 C204 L218 C203 VAULT ELEC MERGANSER STREET (SEE SHEETS R15-R16) LOT 7 LOT 8 LOT 8 LOT 6 LOT 7 MERGANSER STREET (SEE SHEETS R15-R16) LOT 9 SHEARWATER DR L214 L230 C246 L231 C247 L232 C248 L237 L239 C253 L240 L331 C343 L325 C349 L326 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 C229 L215 C230 L219 L228 C244 L229 C245 L236 C251 OUZEL DRIVE (SEE SHEETS R25-R27 OUZEL DRIVE (SEE SHEETS R25-R27) ALEUTIAN DRIVE LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 TRACT E STORM DRAIN C STORM DRAIN B BLOCK 5 TRACT C INLET C3 INLET C2 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 18+00 19+00 20+00 21+00 22+00 22+50 C227 L213 C228 L214 L230 C246 L231 L237 C252 L238 L240 C254 L241 L326 C345 L327 C348 L344 L251 MUSCOVY DRIVE (SEE SHEETS R27) MERGANSER STREET (SEE SHEETS R15-R16) MERGANSER STREET (SEE SHEETS R15-R16) LOT 4 LOT 5 LOT 6 LOT 5 LOT 1 LOT 2 LOT 14 LOT 13 LOT 12 LOT 2 LOT 1 TRACT D LOT 4 LOT 3 ALEUTIAN DRIVE BLOCK 5 LOT 7 4945 4950 4955 4960 4965 4970 4945 VAULT CABLE �� ST L177 C231 C243 OUZEL DRIVE (SEE SHEETS R25-R27) OLD VINE DRIVE TRACT A TRACT C 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� ST ST ST ST ST ST ST ST VAULT CABLE � � VAULT ELEC �� L211 L212 L217 C232 C351 MERGANSER STREET (SEE SHEETS R15-R16) OLD VINE DRIVE TRACT C 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 OLD VINE DRIVE 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 25+00 26+00 27+00 28+00 29+00 29+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R CENTERLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R32 OLD VINE DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 25+00 MATCH LINE STA25+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER LOT 25 LOT 26 LOT 27 LOT 28 BLOCK 11 BLOCK 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 TRACT P C280 L271 C281 C325 C326 L310 L314 C332 L315 C333 C334 L318 L320 C338 L203 GOSLYN DRIVE (SEE SHEETS R19-R22) GOSLYN DRIVE (SEE SHEETS R19-R22) BLACK SCOTER DRIVE (SEE SHEETS R17) BLACK SCOTER DRIVE (SEE SHEETS R17) 4950 4955 4960 4965 4970 4975 4980 4985 4990 4950 4955 4960 4965 4970 4975 4980 4985 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� 75' CROWN TRANSITION OUZEL DRIVE OLD VINE DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK OUZEL DRIVE ALEUTIAN DRIVE 4.5' SIDEWALK LOT 17 SHEARWATER DRIVE CAPE TEAL DRIVE 4.5' SIDEWALK 70.48' CROWN TRANSITION 72' CROWN TRANSITION 70.48' CROWN TRANSITION 4.5' SIDEWALK 4.5' SIDEWALK LOT 27 LOT 28 LOT 1 MERGANSER STREET OLD VINE DRIVE 4.5' SIDEWALK 6' SIDEWALK ALEUTIAN DRIVE MUSCOVY DRIVE 4.5' SIDEWALK 100' CROWN TRANSITION 4.5' SIDEWALK 4.5' SIDEWALK LOT 1 LOT 2 LOT 5 SHEARWATER DRIVE MUSCOVY DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 1 LOT 4 LOT 5 LOT 6 LOT 6 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: ALEUTIAN DRIVE MERGANSER STREET 4.5' SIDEWALK 4.5' SIDEWALK 6' SIDEWALK LOT 1 LOT 14 4.5' SIDEWALK SHEARWATER DRIVE MERGANSER STREET 4.5' SIDEWALK 4.5' SIDEWALK 6' SIDEWALK LOT 7 LOT 9 4.5' SIDEWALK 4.5' SIDEWALK NEW VINE DRIVE MERGANSER STREET 4.5' SIDEWALK 75' CROWN TRANSITION 75' CROWN TRANSITION 6' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 6' SIDEWALK 6' SIDEWALK LOT 1 MERGANSER STREET TIMBERLINE ROAD NEW VINE DRIVE 6' SIDEWALK 6' SIDEWALK 10' PUBLIC TRAIL X X X X X X X X X X NEW VINE DRIVE 6' SIDEWALK 6' SIDEWALK CAPE TEAL DRIVE NEW VINE DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets MERGANSER STREET MANDARIN DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 1 LOT 2 LOT 3 LOT 4 LOT 28 MERGANSER STREET GARGANEY DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 25 LOT 7 LOT 1 LOT 24 105' CROWN TRANSITION 99.01' CROWN TRANSITION CURB TRANSITION GARGANEY DRIVE GOSLYN DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 9 LOT 22 GOSLYN DRIVE ROSYBILL DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 6 LOT 1 LOT 14 LOT 13 GARGANEY DRIVE TIMBERLINE ROAD 4.5' SIDEWALK 4.5' SIDEWALK GARGANEY DRIVE BLACK SCOTER DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 12 LOT 28 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 MERGANSER STREET ROSYBILL DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 5 LOT 11 LOT 10 LOT 9 LOT 19 4.5' SIDEWALK MANDARIN DRIVE ROSYBILL DRIVE 4.5' SIDEWALK LOT 19 LOT 20 LOT 21 LOT 1 LOT 13 MANDARIN DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK MANDARIN DRIVE LOT 3 LOT 8 LOT 9 LOT 10 LOT 11 LOT 5 LOT 4 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G BLOCK 1 BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 BLOCK 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 BLOCK 3 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 2 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 7 LOT 10 LOT 9 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 6 ELEC ELEC � GAS T VAULT ELEC "NEW VINE" DRIVE 7' {}-{} MEDIAN 115' 83' {}ROW -{} "NEW VINE" DRIVE LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 7' {}-{} MEDIAN 19' {}-{} MEDIAN 115' ROW 83' {}-{} TRACT B TRACT Q TRACT J 4 4 4 4 MERGANSER STREET MERGANSER STREET 12' TURN LANE 12' TURN LANE ROW 83' {VARIES }-{} 7' {}-{} MEDIAN "NEW VINE" DRIVE TRACT J TRACT H EXISTING TIMBERLINE ROAD EXISTING TIMBERLINE ROAD 4 4 5 5 5 5 12' TURN LANE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� EXISTING TIMBERLINE ROAD EXISTING TIMBERLINE ROAD EDGE OF ASPHALT 10' TRAIL TRACT H TRACT J NEW VINE DRIVE 1 7 1 1 1 7 4 4 7 7 7 X X EXISTING TIMBERLINE ROAD 10' TRAIL 10' TRAIL 10' TRAIL EXISTING TIMBERLINE ROAD EDGE OF ASPHALT TRACT H TRACT K GARGANEY DRIVE 1 1 1 7 7 1 1 1 7 7 7 1 1 7 1 1 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� GAS X X X X X X W W W W W W G G G G G G BLOCK 1 BLOCK 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 TRACT A TRACT B 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 NEW VINE DRIVE NEW VINE DRIVE 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 ELEC ELEC � GAS T VAULT ELEC �� BLOCK 2 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 BLOCK 2 TRACT B TRACT J 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 NEW VINE DRIVE 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 �� VAULT ELEC �� TRACT J �� 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 NEW VINE DRIVE 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 115' ROW 115' ROW Sheet Of 106 Sheets WATERFIELD THIRD FILING 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW MERGANSER 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 19+50 20+00 20+50 21+00 21+50 22+00 22+50 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW Sheet Of 106 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � KEYMAP BLOCK 9 TRACT K �.�. �.�. �.�. �� X 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 TRACT K 39+00 38+00 38+50 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW 83.00- 115.00 ROW Sheet ST ST ST ST ST ST ST ST � � �� VAULT ELEC �.�. �� VAULT ELEC �� .�. VAULT ELEC VAULT C ELEC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS � � � W W W W W W W W W W W W W W W W W W W �� SS SS W W 10+50 11+00 SECTION LINE 10+50 4960 4964 4968 4972 4976 4980 4960 4964 4968 4972 4976 4980 -40 -20 0 20 40 SECTION LINE 11+00 4960 4964 4968 4972 4976 4980 4960 4964 4968 4972 4976 4980 -40 -20 0 20 40 SECTION LINE 11+50 4961 4964 4968 4972 4976 4980 4961 4964 4968 4972 4976 4980 -40 -20 0 20 40 SECTION LINE 12+00 4963 4964 4968 4972 4976 4980 4963 4964 4968 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D1 UTILITY DETAILS 100 BEDDING REQUIREMENTS 101 FIRE HYDRANT 102 WATER MAIN LOWERING 103 THRUST RESTRAINT 104 THRUST BLOCKS 105 TRACE WIRE TERMINAL BOX 106 TRENCH REQUIREMENTS ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 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 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D2 UTILITY DETAILS 200 BLOW OFF ASSEMBLY 206 STANDARD DETAIL 203 GATE VALVE 205 SERVICE WYE 204 CLEAN-OUT ELCO WATER DISTRICT DETAIL: DRAWN: DATE: RKB 8/91 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: RKB 10/91 WATER MAIN CORPORATION STOP BRASS TAPPING SLEEVE (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 BEDDED IN PEA GRAVEL 6" IN ALL DIRECTIONS ELCO WATER DISTRICT DETAIL: DRAWN: DATE: RKB 10/91 WATER MAIN CORPORATION STOP BRASS DOUBLE STRAPPING SADDLE Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D3 UTILITLY DETAILS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 302 SANITARY SEWER WATER CROSSING SECTION SECTIONAL PLAN ALTERNATE BASE SECTION NOTES: DETAILS FOR CROSSING OF A WATER LINE WHERE SEPARATION CRITERION IS NOT SATISFIED. 300 SANITARY SEWER BEDDING 301 STANDARD FLAT TOP MANHOLE D4 DRAINAGE DETAILS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 400 STORMWATER BEDDING REQUIREMENTS 401 STANDARD MANHOLE 402 SHALLOW MANHOLE WITH FLAT TOP 403 CHANNELING FOR MANHOLES Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 404 SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK 405 o SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B REINFORCEMENT IN TOP SLAB SHALL BE BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. 5. REINFORCEMENT IN WALLS AND BASE SHALL 4. KEY JOINTS WHERE WALLS CONNECT TO TOP ACCORDANCE WITH AASHTO M-111. 3. EXPOSED STEEL SHALL BE GALVANIZED IN 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 1 1/2 IN CLEAR. SLAB AND BASE. MATCH SIDEWALK. SEE D-6. EITHER SIDE OF CULVERT. GENERAL NOTES: D6 DRAINAGE DETAILS Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 500 AREA INLET CONCRETE FLARED END SECRTION STORMWATER OUTLET STRUCTURE 501 502 E C B E E C D PLAN 503 FLARED END SECTION TRASH RACK 504 C C A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND 505 D6 DRAINAGE DETAILS Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 601 BURIED RIPRAP SCHEDULE 600 TRIPLE COMBINATION INLET 602 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 603 INLET SCHEDULE Storm Line Pipe Diameter (ft) Ordinary Riprap Type Length of Riprap (ft) Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Storm Line A 1.25 Type M 5.00 7.00 2.0 Storm Line B 2.50 Type M 10.00 12.00 2.0 Storm Line C 1.25 Type M 16.00 14.00 2.0 INLET ID INLET TYPE B3-1W Double Combination Inlet B3-1E Double Combination Inlet B5 Double Area Inlet C5 Double Combination Inlet C6 Double Combination Inlet D7` DRAINAGE DETAILS Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 702 CURB OPENING M�� 19, 2011 CIT� OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C. Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A. Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C. Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D. Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no 800 CURB AND GUTTER 801 CURB AND GUTTER / SIDEWALK 802 MODIFIED MEDIAN CURB & GUTTER 803 RAISED MEDIAN TYPICAL CROSS-SECTION 804 DRIVEWAY CUT 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Slope to curb 1/4"/Ft. 1' min. (F.C.) Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D9 ROADWAY DETAILS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 900 ASPHALT PAVING AT CROSS PANS Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45� from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D11 PRIVATE SITE DETAILS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1103 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION MERGANSER & ALEUTIAN) ALEUTIAN DRIVE MERGANSER DRIVE 1100 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION VINE & MERGANSER ) VINE DRIVE MERGANSER DRIVE CAPE TEAL DRIVE VINE DRIVE 1106 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION VINE & CAPE TEAL) OUZEL DRIVE OLD VINE DRIVE 1105 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION OLD VINE & OUZEL) MERGANSER DRIVE GARGANEY DRIVE MERGANSER DRIVE 1107 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION MERGANSER & GARGANEY) GOSLYN DRIVE ROSYBILL DRIVE 1104 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION GOSLYN & ROSYBILL) 1102 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION BLACK SCOTER & Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D10 ROADWAY DETAILS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1000 STANDARD SIDEWALK 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or A B G W LOT GRADING NOTES LEGEND 1205 TYPICAL LOT GRADING GRADING PLAN TYPE "W" (WALKOUT LEVEL) LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "G" (GARDEN LEVEL) LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "B" LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "A" LOT PLAN VIEW ISOMETRIC VIEW 1200 TYPE "A" LOT GRADING PLAN 1201 TYPE "B" LOT GRADING PLAN 1203 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 1204 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN OVERLOT TEMPLATE "A" LOT OVERLOT GRADING NOTES: OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL 1202 TYPICAL OVERLOT GRADING LOT GRADING RECOMMENDATIONS: D10 GRADING DETAILS D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. � � � X X X X X X X X X X X X X X X X X � � � � UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE BLACK SCOTER DRIVE OUZEL DRIVE GOSLYN DRIVE CAPE TEAL DRIVE MUSCOVY DRIVE ROSYBILL DRIVE SHEARWATER DRIVE ALEUTIAN DRIVE MANDARIN DRIVE GARGANEY DRIVE MANDARIN DRIVE 1 2 3 4 7 8 11 10 12 14 1 2 3 4 6 7 8 5 9 10 11 12 14 15 5 9 13 6 13 POND 2 POND 1 (EXISTING WETLAND) FOREBAY FOREBAY POND 3 15 TRACT A TRACT B TRACT C TRACT D TRACT E TRACT G TRACT F TRACT H TRACT I TRACT J TRACT K TRACT L TRACT M TRACT N TRACT O TRACT Q TRACT P TRACT K TRACT A Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE NORTH OD1 DRAINAGE PLAN OVERALL CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R GENERAL NOTES: OD1 LEGEND: A 1 1 B2 1.45 ac �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. 1004 TRENCH DETAIL 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection 1003 TRUNCATED DOMES 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 1002 PEDESTRIAN RAMP Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, seeCONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' FORT COLLINS ONLY 1001 STANDARD SIDEWALK 1005 CONCRETE PAVEMENT JOINTS ROSYBILL) ROSYBILL DRIVE MERGANSER DRIVE 1101 TRANSITION VERTICAL CURB TO ROLL-OVER CURB (INTERSECTION MERGANSER & ROSYBILL) 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" 904 PAVEMENT MARKING 906 TYPE III BARRICADE 902 903 PAVEMENT MARKING SIGN POST 905 STREET NAME SIGNAGE 901 ALLEY DRAINAGE Gutter to gutter width of approach street 1/2 R11-2 (48x30) 1/4 1/4 extended by future development. dead end on a temporary basis, and must be maintained by the Developer until the street is These signs and barricades must be installed by the Developer at the end of all new streets that background, front side only, paint back and edges white. 3. Use 6" wide reflectorized orange stripes on reflectorized white 2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber. 1. Rails shall be nominal lumber dimension. NOTES: 8" to 12" 8" to 12" 8" to 12" 4. Other options may be used as approved by Local Entity Engineer. ROAD CLOSED ATTACHED / SIDEWALK DOES NOT END AT BARRICADE ENDS AT BARRICADE DETACHED OR SIDEWALK THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. Walk Walk Parkway Parkway Concrete Border R.O.W. 10'X10' SIGHT AREA AREA SIGHT 10'X10' Alley Drive-Over or Vertical Curb & Gutter FL Curb 0" Curb Construction Joint Truncated Dome 0" Curb Slope 1/4"/Ft. 6" Curb 6" Curb 1:12 STREET 6" Curb AREA SIGHT 10'X10' Parkway Truncated Dome Warning Detection Walk R.O.W. STREET Slope 1/4"/Ft. 0" Curb 0" Curb Parkway 6" Curb SIGHT AREA 10'X10' Walk Alley MAX. 12:1 MAX. 12:1 FL Drainage Inlet or Other Drainage Collection System shall be designed for 2 year storm minimum. Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. ALLEY W/ SIDE DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. ALLEY W/ CENTER DRAINAGE See Tables 8-1 & 8-2 For Radii Requirements Warning Detection (TYP.) (TYP.) FL Alley Concrete FL concrete 8" minimum thick concrete 8" minimum thick 1:12 Truncated Dome Warning Detection 1:24 1:24 6" Curb Vertical Double Lines Normal Width Line 4" White 4" Yellow 4" Space 4" White Preferential lane symbol (6' X 4') for designated bikeways. White pavement marking placed 65' (min) from the projected flowline and Projected Flowline (FL) NO CROSSPAN Continental bars (9' X 1.5'): NO CROSSPAN OR EXISTING CROSSPAN White Stop Bar (1.5' X Length) 30' Gaps 3:1 Ratio 10' Segments 4" White Broken Line STANDARD NO STOP BAR SPECIFIED STOP BAR SPECIFIED STOP BAR SPECIFIED EXISTING CROSSPAN Crosspan exits (no stop bar) -- shall No crosspan -- shall be positioned along projected flowline. match the edge of the pan. Crosspan exits (stop bar specified) -- shall be positioned along projected flowline overlapping 4' of crosspan. 1 2 3 CROSSWALK MARKINGS FL to stop bar 14.5' Projected 14.5' Stop Bar to FL 13' 9' 1.5' 6' Crosspan 4' 4' 4' NOTES: Continental crosswalk bars shall be placed centered on each lane line & in the center of each lane. (Lanes 5' wide or less shall not receive a bar centered in the lane.) Both outside Continental bars shall be centered on the curb & gutter when possible. If 6' crosspan exists, bars to match pan edge to 13' from projected FL. Exception: The downstream bike lane line shall terminate at the curb return. NOTE: All longitudinal (lane) striping shall terminate at the continental crosswalk bars when no stop bar exists. If a stop bar is specified, the striping shall terminate at the stop bar. 65' (min) centered on bike lane. PAVEMENT MARKINGS Projected Flowline (FL) Broken line 4" white 10' Segments 30' Gaps (3:1 Ratio) Wide Lane 1.5'x9' 8" White Line 4" white Double Line 4" Yellow 4" Space CROSSWALK MARKINGS: STRIPING: PREFERENTIAL LANE SYMBOL: STOP LINES: MANDATORY MOVEMENT: 1.5'x9 100' Taper (min.) .2L L = Turn Bay Storage Length .4L 10' .4L 10' 4" Ywllow 4" White Extension Line An Engineering study should be required before crosswalk markings are installed in locations away from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in the lane. It is important that the markings are in alignment with the access ramps / sidewalks. On curves: Dotted extension of lane edge with same as solid downstream line, 2' segments, 4' gaps. Mandatory movement lanes shall use a lane-use arrow marking, the word marking "only", another lane-use arrow marking (accompanied by signs). Symbols & words are 8' of more in height -- use CDOT specification sizes. Place stop lines (1.5' x Variable typ.) only when inportant to indicate the point behind which vehicles are required to stop (more often on main arterials) -- placement should ordinarily be 4' in advance of and parallel to the nearest crosswalk line in the absence of a marked crosswalk, the stop line should be placed at the desired stopping point no more than 30' or less than 4' from the nearest edge of the intersecting roadway. PLS shall be used for designated bikeways. Intersection placement -- the symbol shall be placed downstream to convey to turning traffic that the bike lane exists. It shall be placed 4" down from the PCR & centered on the bike lane. Frequency of placement between blocks is a matter for Engineering judgement. All Longitudinal (lane) striping shall terminate at the Continental crosswalk bars -- except the downstream bike lane which shall terminate at the curb return. If a stop line is in place -- upstream stripping shall terminate at the stop line. Not Required with lane lengths less than 100'. Not Required with lane lengths less than 100'. 8" White Line 8" White 8" White Extension Line Extension 4" White Line 65' (min) 4' SW SAMPLE AVE NOTES: 1. Street name must be 6" (min.) capital white letters, FHWA Series "B". 2. Prefix must be 2" letters, FHWA Series "B" and placed on the upper left. 3. Suffix must be 2" (min.) letters and block number must be 2" (min.) numbers, FHWA Series "B". 4. Overall sign length dimension varies according to length of street name. 5. All sign lettering and green background material must be at least Diamond Grade sheeting per FHWA;No silk screened signs will be permitted. 6. Street numbers shall always point to higher block number. 7. Aluminum sign blank shall be 0.10 thickness with 3/4" radius corners. 8. Loveland only, signalized intersection signs shall be 18" (min.) in height. 9. All street name signs shall be retroreflective. 2400 Length Varies by Street Name 8" 1/2" 2-1/4" 1/2" 2-3/4" 1/2" 2-1/2" Hwy B Series 1" min. 2" max. 6" Hwy B Series 2-1/2" Hwy B Series, Centered on Logo 3-3/4" 2-3/4" 1" min. 2" max. 1/2" 1/2" 1/2" 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL 6" 3'-9" (F.C.) For Thickness 2' min. (L) NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. 2' Y 1:12 1:48 (max.) Driveway Gutter Sidewalk Parkway Sidewalk ROW Flare Optional Expansion Joint TYPE III DETACHED WALK TYPE IV ATTACHED WALK See Note 4 See Note 3 6' (min.) 1:12 See Note 3 See Note 4 See Note 5 Ramp if walk continues on private property. Curb to retain Landscape if Necessary If Concrete Driveway Detached Curb 1:48 (max.) 1:12 t 1/4" PER FT. N.T.S. SECTIONS A-A & B-B 1:12 (max.) A A 1:48 SLOPE WALK B B CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * ** * High volume driveways (Type III or IV) allowed for 350 30' maximum for 3 car garages. No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. or greater trip ends/day. ** * DRIVEWAY WIDTHS (FC Only)   1:12 Max Max See Note 6 See Note 6 1:48 8' DOWELL IF JOINTS A TOOL JOINT A JOINTS (TYP.) CONTROL PARALLEL STREET CLASSIFICATION LOVELAND DEPTH OF INVERT W WIDTH CROSS PAN Arterial 10' 1 1/4" 1 1/2" Collector 8' 1" 1 1/8" Local 6' 3/4" 7/8" d (MIN.) d (MAX.) 1 1/2" 2 1/2" 2" DEPTH OF INVERT FT. COLLINS d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** **   LENGTH (for monolithic pour) SECTION A-A PAVEMENT DESIGN + 1/2" FOR COLLECTOR 8" MIN. FOR RESIDENTIAL. USE CONCRETE 10' MINIMUM (ARTERIAL) 8' MINIMUM (COLLECTOR) PLAN VIEW 6' MINIMUM (LOCAL) COLD JOINT (See Standard Drawing 714) AT 10' O.C. TOOL JOINT FOR PANS OVER 40' CONTROL JOINT REQUIRED CONTROL ROADWAY WIDTH ALL INTERSECTIONS TO HAVE ACCESS RAMPS NOTE: * * & ARTERIALS. SIDES. TO PAN SECTION, TYPICAL BOTH TRANSITION FROM C & G SECTION WALK 1:12 max. X=2' min. Driveway Width Varies 2'-0" 6" Attached Sidewalk Lip FL Back of curb Right of Way line Detached Attached Right of Way Line Detached Sidewalk 1:24 (max.) NOTE: 1. Concrete driveway must be provided to the property line. Refer toC�� 25for minimum removal dimensions. X Y W X Y W = Width 1:12 (max.) Property Line t 1/4" PER FT. N.T.S. SECTION A-A 2" t 1:12 (max.) t X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk TYPE I TYPE II 1:12 (max.) 1:48 A A PERSPECTIVE X=6'-0" 1:48 SLOPE 1:12 max. B B WALK Y t t WALK t 2" FLOWLINE JOINT EXPANSION BOW 1:12 (max.) 1:24 SECTION B-B N.T.S. Ramp if necessary 1:12 max. BOW Expansion joint if drive continues as concrete WALK 6" (max.) 1/2" 2"R. 805 ALLEY DRIVE ACCESS Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D8 ROADWAY DETAILS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUT FALL CURB & GUTTER a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 1-1/2" b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. Notes: 6" (VINE DRIVE) 1-1/2" TO 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 16" 6" 1-1/2" 6" 1-1/2" TO 4" INFLOW CURB & GUTTER (GARGANEY DRIVE) 6" 6" 4" Landscaping Median Splash Guard See Note 1 & 2. Pavement Barrier Curb Pavement 2' (min.) See Note 3 for landscaping Compacted Subgrade (Typical) Median Width Varies NOTES: 1. All Splash Guard shall be constructed of stamped concrete, colored concrete or equivalent, or exposed aggregate as required by the Local Entity. 2. Use 10' joint spacing on the Splash Guard concrete (match C&G joints). 3. For the portions of medians where the landscape area is less than 2' wide, the landscape area shall be paved in concrete (same material as the Splash Guard) 4. Any median trees shall be trimmed so the minimum branch height is 8' above the pavement. 5. A drainage system may be required whenever an irrigation system is proposed within the median. 2% 2% Filter Fabric 3 4"+Filter Rock 18.0" 4" Preforated Pipe wrapped with Filter Fabric 2.0" Class A Filter Material 806 TYPICAL INTERSECTION CROSSPAN materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A. General 1. Refer to project specifications for excavation requirements. B. Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. 707 BIO-RETENTION SOIL LAYERING 708 BIORETENTION SAND MEDIA SPECIFICATIONS 706 MEDIAN (GARGANEY) UNNDERDRAIN CLEANOUT 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARIES (REFER TO UTILITY PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90� SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN � .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 9" TO BE SOLID, WITHOUT PERFORATIONS 9" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) NYLOPLAST SOLID H-20 HINGED GRATE (ROTATE TO MATCH PAVER PATTERN) PVC GEOMEMBRANE LINER NOTES: · · · · · · · 703 PVC PIPE BOOT 705 DIMENSIONS FOR SLOTTED PVC PIPE SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 700 PVC GEOMEMBRANE LINER NOTES CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TEMPORARILY ATTACH FABRIC TO WALL DURING BACK PROCESS (DO NOT WRAP AROUND BATTEN BAR 3/8"x3" STAINLESS STEEL ANCHOR BOLT, NUT & WASHER @ 12" O.C.2 BUYTL TAC TAPE 30 MIL (MIN.) PVC LINER1 CONCRETE PERIMETER WALL 2" MIN. 1/4"x2" ALUMINUM, STAINLESS STEEL OR GALVANIZED STEEL BATTEN BAR2 GEOTEXTILE SEPARATOR FABRIC PREPARED SUBGRADE 1PROVIDE SLACK IN LINER PLACEMENT TO ENSURE PROPER INSTALLATION AND BACKFILL WITHOUT DAMAGE. 2NITRILE POLYMER BASED VINYL MEMBRANE SEAMING ADHESIVE MAY BE USED AS AN ALTERNATIVE TO THE BOLTED BATTEN BAR IN AREAS WHERE THE NEED FOR AN IMPERMEABLE LINE IS LESS CRITICAL. 704 GEOMEMBRANE CONNECTION TO CONCRETE 701 SOFT PAN DOUBLE COMBINATION INLET STANDARD CONCRETE NOTES A A B B A A POND 1 POND 2 POND 3 ELEV A 4951.55 4948.42 4941.20 ELEV B 4953.55 4950.42 4942.80 ELEV C 4953.55 4950.42 4943.20 D wq (FT) N/A N/A 1.60 Ls (FT) 4.00 4.00 4.00 Ws (FT) 4.00 4.00 4.00 Wo (FT) 1.00 1.00 1.00 HOLE DIA (INCH) N/A N/A 1 5/8 # ROWS N/A N/A 5 # COLUMNS N/A N/A 1 100-YR ORIFICE DIA. (INCH) 10 6.75 10.75 STANDARD STORMWATER CONCRETE NOTES SINGLE COMBINATION INLET 1 FT. (TYP.) 14 IN. 17 IN. #4 BARS AT 12 IN. O.C. 3 FT. 6 IN. 11 IN. 6 IN. 6 IN. THICK SIDEWALK (TYP.) 4 FT. 1 FT. 9 IN. 3 FT. SECTION C-C 6 IN. O.C. 2 #5 BARS AT BACK OF CURB SEE DETAIL "A" WARPED CURB & GUTTER (TYP.) 3 FT. 6 IN. 11 FT. 4 FT. OPENING FLOWLINE 5 #5 BARS AT 9 IN. O.C. 3:1 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 6 IN. 6#4 BARS AT 11 IN. O.C. 8 IN. GENERAL NOTES: 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF CULVERT. 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION C-C 14 1/2 IN. 1 FT. 6 IN. 4 FT. 0 IN. WARPED GUTTER DEPRESSED GUTTER 3 FT. 6 IN. WARPED GUTTER 3 FT. 6 IN. TOP OF CURB 8 IN. 6 IN. 2 IN. 2 IN. 1/4 IN.-1 IN. LEG 6 IN. 6 IN. 6 IN. 3 IN. BACK OF CURB SEE DETAIL "A" FLOWLINE WARPED CURB & GUTTER (TYP.) #4 BARS AT 12 IN. O.C. 11 IN. 6 IN. 2 #5 BARS AT 6 IN. O.C. 5 #5 BARS AT 9 IN. O.C. 3:1 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 6#4 BARS AT 11 IN. O.C. 6 IN. THICK SIDEWALK (TYP.) 3 FT. 1 FT. 4 FT. 6 IN. 2 FT. 3 FT. 6 IN. 11 FT. 4 FT. OPENING 9 IN. 1 FT. (TYP.) 3 FT. 6 IN. 6 IN. 2 FT. 0 IN. 5 FT. 6 IN. 6 IN. 6 IN. 8 1/2 IN. 6 IN. 2 IN. SIDEWALK CULVERT FOR ROLL-OVER CURB & GUTTER AND DETACHED SIDEWALK 406 407 CONCRETE TRICKLE PAN SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND ATTACHED SIDEWALK (SUBJECT TO DISTRICT APPROVAL) TYPE 'K' COPPER - PL BED IN PEA GRAVEL 6" ALL DIRECTIONS ELCO WATER DISTRICT DETAIL: DRAWN: DATE: SECTION ALTERNATE BASE SECTION NOTES: SECTIONAL PLAN 201 CURB STOP & WATER SERVICE 202 WATER METER & SERVICE DIAMETER (inches) (inches) TRENCH WIDTH MAXIMUM 4 28 6 30 8 32 10 34 12 36 14 38 16 40 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 WATERLINE LOWERING ELEVATIONS ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 1 2 3 4 4972 4976 4980 -40 -20 0 20 40 SECTION LINE 12+50 4965 4968 4972 4976 4980 4984 4965 4968 4972 4976 4980 4984 -40 -20 0 20 40 SECTION LINE 13+00 4965 4968 4972 4976 4980 4984 4965 4968 4972 4976 4980 4984 -40 -20 0 20 40 SECTION LINE 13+50 4967 4968 4972 4976 4980 4984 4967 4968 4972 4976 4980 4984 -40 -20 0 20 40 SECTION LINE 14+00 4968 4972 4976 4980 4984 4988 4968 4972 4976 4980 4984 4988 -40 -20 0 20 40 4968.8 4968.79 4969.6 4969.65 4970.7 4970.74 4972.2 4972.17 4973.7 4973.69 4975.2 4975.19 4976.7 4976.69 4978.2 4978.17 30'- 53' ROW 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.3% 2.3% 30'- 53' ROW 30'- 53' ROW 30'- 53' ROW 30'- 53' ROW VARS.- VARS. ROW 38'- 61' ROW VARS.- VARS. ROW BLOCK 11 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 LOT 14 LOT 9 LOT 13 LOT 10 LOT 12 LOT 11 LOT 21 LOT 22 LOT 23 LOT 27 LOT 26 LOT 25 LOT 24 LOT 28 BLACK SCOTER DRIVE ROSY BILL DR GARGANEY DRIVE BLOCK 10 GOSLYN DRIVE 10+50 11+00 11+50 12+00 12+50 13+00 LOT 9 LOT 8 LOT 7 LOT 6 LOT 1 LOT 22 LOT 21 GOSLYN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ALLEY SECTION LINE 10+50 4950 4952 4956 4960 4964 4968 4950 4952 4956 4960 4964 4968 -40 -20 0 20 40 SECTION LINE 11+00 4950 4952 4956 4960 4964 4968 4950 4952 4956 4960 4964 4968 -40 -20 0 20 40 SECTION LINE 11+50 4950 4952 4956 4960 4964 4968 4950 4952 4956 4960 4964 4968 -40 -20 0 20 40 SECTION LINE 12+00 4955 4956 4960 4964 4968 4972 4955 4956 4960 4964 4968 4972 -40 -20 0 20 40 SECTION LINE 12+50 4955 4956 4960 4964 4968 4972 4955 4956 4960 4964 4968 4972 -40 -20 0 20 40 SECTION LINE 13+00 4960 4964 4968 4972 4976 4980 4960 4964 4968 4972 4976 4980 -40 -20 0 20 40 4959.9 4959.22 4961.0 4960.98 4963.2 4962.73 4965.7 4964.48 4968.8 4966.23 4969.7 4967.99 30'- 53' ROW 2.0% 2.0% 2.0% 1.6% 1.9% 2.0% 2.0% 2.0% 2.0% 2.0% 30'- 53' ROW 30'- 53' ROW 30'- 53' ROW 30'- 53' ROW 30'- 53' ROW 1.5% 1.7% Sheet Of 106 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION BLACK SCOTTER DR SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � X8 CROSS-SECTIONS BLACK SCOTER DRIVE & GOSLYN DRIVE 90° NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE X8 CROSS-SECTION GOSLYN DR SCALE : 1" = 40' (H) 1" = 5' (V) NORTH X8 90° 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 MERGANSER LOT 1 MERGANSER LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 9 BLOCK 2 TRACT J 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW 50'- 76' ROW Sheet Of 106 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION NEW MERGANSER SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE X7 X7 CROSS-SECTIONS NEW MERGANSER NORTH Of 106 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION NEW VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE X6 NORTH X6 CROSS-SECTIONS TIMBERLINE ROAD VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE X4 NORTH X5 CROSS-SECTIONS OLD VINE DRIVE X5 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW 40'- 66' ROW Sheet Of 106 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE X4 X4 CROSS-SECTIONS OLD VINE DRIVE NORTH X5 T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION NEW VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � X3 CROSS-SECTIONS NEW VINE DRIVE KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE NORTH X1 X2 X3 27+50 28+00 28+50 29+00 29+50 30+00 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW Sheet Of 106 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION NEW VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE NORTH X1 X2 X3 X2 CROSS-SECTIONS NEW VINE DRIVE 17+50 18+00 18+50 19+00 19+50 20+00 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW 83'- 115' ROW Sheet Of 106 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CROSS-SECTION NEW VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE X1 NORTH X2 X3 X1 CROSS-SECTIONS NEW VINE DRIVE �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Engineer SG3 INTERIM TIMBERLINE ROAD STRIPING PLAN C. Snowdon C. Bowen 1"=40' KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SG3 SG3 LINE MATCH STA 12+50 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "SCHOOL" (30.0 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 50' O.C. 45 ANGLES 10' 30' 10' 10' 30' 12 6' 3' 6' 6' 3' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3' 3' 3' 3' 3' 4" WHITE DASHED LINE PREFORMED THERMOPLASTIC O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STRIPING LEGEND: STRIPING NOTES: 3' 3' 3' 3' 3' 8" WHITE DASHED LINE PREFORMED THERMOPLASTIC (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) {PAVEMENT STRIPING} {PAVEMENT MARKINGS} LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY PROPERTY PROPOSED BOUNDARY LOT LINE PROPOSED EASEMENT LINE EXISTING LOT LINE FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY EXISTING EASEMENT LINE LINE MATCH STA 12+50 NORTH 90° NORTH 90° �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 SG2 "NEW VINE" DRIVE TURN LANE STRIPING PLAN C. Snowdon C. Bowen 1"=40' KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE 10° SG2 SG2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Engineer NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "SCHOOL" (30.0 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 50' O.C. 45 ANGLES 10' 30' 10' 10' 30' 12 6' 3' 6' 6' 3' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3' 3' 3' 3' 3' 4" WHITE DASHED LINE PREFORMED THERMOPLASTIC O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STRIPING LEGEND: STRIPING NOTES: 3' 3' 3' 3' 3' 8" WHITE DASHED LINE PREFORMED THERMOPLASTIC (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) {PAVEMENT STRIPING} {PAVEMENT MARKINGS} LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY PROPERTY PROPOSED BOUNDARY LOT LINE PROPOSED EASEMENT LINE EXISTING LOT LINE FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY EXISTING EASEMENT LINE LINE MATCH STA 30+50 NORTH NORTH LINE MATCH STA 30+50 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 8 BLOCK 8 BLOCK 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 BLOCK 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 BLOCK 9 BLOCK 9 BLOCK 11 BLOCK 11 BLOCK 10 BLOCK 10 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT G TRACT F TRACT H TRACT I TRACT J TRACT K TRACT L TRACT M TRACT N TRACT O TRACT Q TRACT P TRACT K TRACT A LOT 7 LOT 8 X X X X X X X X X X X X X X X X X � � � � WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) PERMANENT WATER SURFACE WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" ROSYBILL DRIVE MERGANSER GOSLYN DRIVE GARGANEY DRIVE MERGANSER MANDARIN DRIVE NEW VINE DRIVE NEW VINE DRIVE NEW VINE DRIVE MUSCOVY DRIVE SHEARWATER DRIVE OUZEL DRIVE ALEUTIAN DRIVE MERGANSER CAPE TEAL DRIVE ROSYBILL DRIVE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 SG1 SIGNAGE PLAN C. SNOWDON D. FRY 1" = 150' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R SG1 LEGEND: EASEMENT LINE LOT LINE EXISTING EDGE OF GRAVEL X ROAD ROW LINE EXISTING FENCE LINE PROPERTY BOUNDARY City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Engineer SIGNAGE NOTES: 1.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE LCUASS STANDARDS. 2.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. 3.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 4.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 5.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW, PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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). � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 INT4 INTERSECTION DETAILS A. Reese A. Reese 1"=20' S INTERSECTION DETAIL INT4 T INTERSECTION DETAIL INT4 U INTERSECTION DETAIL INT4 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET LOT LINE EASEMENT SAWCUT LINE LINE PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% EXISTING SPOT ELEVATION (47.45) Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE C INT1 B INT1 A INT1 D INT1 E INT1 F INT1 H INT2 I INT2 J INT2 K INT2 G INT2 L INT2 M INT3 N INT3 O INT3 P INT3 Q INT3 R INT3 S INT4 T INT4 U INT4 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 INT3 INTERSECTION DETAILS A. Reese A. Reese 1"=20' M INTERSECTION DETAIL INT3 N INTERSECTION DETAIL INT3 O INTERSECTION DETAIL INT3 P INTERSECTION DETAIL INT3 Q INTERSECTION DETAIL INT3 R INTERSECTION DETAIL INT3 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET LOT LINE EASEMENT SAWCUT LINE LINE PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% EXISTING SPOT ELEVATION (47.45) Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE C INT1 B INT1 A INT1 D INT1 E INT1 F INT1 H INT2 I INT2 J INT2 K INT2 G INT2 L INT2 M INT3 N INT3 O INT3 P INT3 Q INT3 R INT3 S INT4 T INT4 U INT4 WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 INT2 INTERSECTION DETAILS A. Reese A. Reese 1"=20' G INTERSECTION DETAIL INT2 H INTERSECTION DETAIL INT2 I INTERSECTION DETAIL INT2 J INTERSECTION DETAIL INT2 K INTERSECTION DETAIL INT2 L INTERSECTION DETAIL INT2 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET LOT LINE EASEMENT SAWCUT LINE LINE PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% EXISTING SPOT ELEVATION (47.45) Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE C INT1 B INT1 A INT1 D INT1 E INT1 F INT1 H INT2 I INT2 J INT2 K INT2 G INT2 L INT2 M INT3 N INT3 O INT3 P INT3 Q INT3 R INT3 S INT4 T INT4 U INT4 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 INT1 INTERSECTION DETAILS A. Reese A. Reese 1"=20' A INTERSECTION DETAIL INT1 B INTERSECTION DETAIL INT1 C INTERSECTION DETAIL INT1 D INTERSECTION DETAIL INT1 E INTERSECTION DETAIL INT1 F INTERSECTION DETAIL INT1 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET LOT LINE EASEMENT SAWCUT LINE LINE PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% EXISTING SPOT ELEVATION (47.45) Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE C INT1 B INT1 A INT1 D INT1 E INT1 F INT1 H INT2 I INT2 J INT2 K INT2 G INT2 L INT2 M INT3 N INT3 O INT3 P INT3 Q INT3 R INT3 S INT4 T INT4 U INT4 �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R CENTERLINE PRIVATE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R33 PRIVATE DRIVE ROADWAY PLAN & PROFILE KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R33 TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R30 R31 R32 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R31 OLD VINE DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 15+00 MATCH LINE STA LINE MATCH STA 25+00 MATCH LINE STA 15+00 25+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R30 R31 R32 MATCH LINE STA MATCH LINE STA 15+00 25+00 MATCH LINE STA MATCH LINE STA 15+00 25+00 �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R30 OLD VINE DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 15+00 MATCH LINE STA 15+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R30 R31 R32 MATCH LINE STA 15+00 MATCH LINE STA 15+00 4950 4955 4960 4965 4970 18+00 19+00 20+00 21+00 22+00 22+50 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 18+00 19+00 20+00 21+00 22+00 22+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R29 ALEUTIAN DRIVE ROADWAY PLAN & PROFILE LEFT FLOWLINE ALEUTIAN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ALEUTIAN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ALEUTIAN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE LINE MATCH STA 18+00 MATCH LINE STA18+00 R28 R29 MATCH LINE STA18+00 MATCH LINE STA18+00 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R28 ALEUTIAN DRIVE ROADWAY PLAN & PROFILE LEFT FLOWLINE ALEUTIAN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ALEUTIAN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ALEUTIAN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R28 R29 LINE MATCH STA 18+00 MATCH LINE STA18+00 MATCH LINE STA18+00 MATCH LINE STA18+00 C345 L327 L257 ALEUTION DRIVE (SEE SHEETS R28-R29) ALEUTION DRIVE (SEE SHEETS R28-R29) LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 5 LOT 4 SHEARWATER DRIVE LOT 3 (SEE SHEETS R25-R27) SHEARWATER DRIVE (SEE SHEETS R25-R27) MUSCOVY DRIVE 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 14+50 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 14+50 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 26+00 27+00 28+00 28+50 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 14+50 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 26+00 27+00 28+00 28+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R27 SHEARWATER DR. & MUSCOVY DR. ROADWAY PLAN & PROFILE LEFT FLOWLINE SHEARWATER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE SHEARWATER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE SHEARWATER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE MUSCOVY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE MUSCOVY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MUSCOVY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° NORTH NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R25 R25 R27 R27 R26 LINE MATCH STA 26+00 MATCH LINE STA26+00 MATCH LINE STA26+00 MATCH LINE STA26+00 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R26 SHEARWATER DRIVE ROADWAY PLAN & PROFILE LEFT FLOWLINE SHEARWATER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE SHEARWATER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE SHEARWATER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH 10° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R25 R25 R27 R27 R26 LINE MATCH STA 16+00 MATCH LINE STA16+00 MATCH LINE STA26+00 LINE MATCH STA 26+00 MATCH LINE STA16+00 MATCH LINE STA26+00 MATCH LINE STA16+00 MATCH LINE STA26+00 (SEE SHEETS R12-R13) STORM DRAIN B STORM DRAIN B LOT 16 ALEUTIAN DRIVE (SEE SHEETS R28-R29) LOT 19 OLD VINE DRIVE (SEE SHEETS R30-R32) LOT 18 OUZEL DRIVE INLET B3-1W INLET B3-1E STORM DRAIN D 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 12+50 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 12+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R25 CAPE TEAL DR. & OUZEL DR. ROADWAY PLAN & PROFILE LEFT FLOWLINE CAPE TEAL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE CAPE TEAL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CAPE TEAL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° NORTH LEFT FLOWLINE OUZEL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE OUZEL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE OUZEL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R25 R25 R27 R27 R26 LINE MATCH STA 16+00 MATCH LINE STA16+00 MATCH LINE STA16+00 MATCH LINE STA16+00 L171 C289 L354 C267 MANDARIN DRIVE CONIFER ROAD 4956 4960 4965 4970 4975 4980 4956 4960 4965 4970 4975 4980 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R24 MANDARIN DRIVE ROADWAY PLAN & PROFILE LEFT FLOWLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° NORTH 150° NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R23 R24 R24 R23 MATCH LINE STA LINE MATCH STA 19+00 20+00 LINE MATCH STA 25+00 LINE MATCH STA 25+00 MATCH LINE STA20+00 MATCH LINE STA20+00 LOT 4 LOT 11 LOT 5 LOT 6 LOT 12 LOT 13 LOT 7 LOT 8 LOT 9 LOT 14 LOT 10 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 12+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 12+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R23 MANDARIN DRIVE ROADWAY PLAN & PROFILE NORTH 180° 90° NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R23 R24 R24 R23 LINE MATCH STA 12+00 MATCH LINE STA12+00 MATCH LINE STA20+00 LINE MATCH STA 12+00 LINE MATCH STA 19+00 MATCH LINE STA19+00 MATCH LINE STA12+00 MATCH LINE STA20+00 MATCH LINE STA19+00 MATCH LINE STA12+00 MATCH LINE STA20+00 MATCH LINE STA19+00 LEFT FLOWLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 9+75 10+00 11+00 12+00 13+00 13+25 BLOCK 10 C284 C323 C325 C326 L310 C327 C328 L314 C332 L315 C333 C337 L320 C338 C340 C201 UD UD UD UD UD UD GOSLYN DRIVE PRIVATE DRIVE LOT 9 LOT 22 LOT 21 LOT 8 LOT 7 LOT 6 LOT 1 ROSYBILL DRIVE (SEE SHEETS R17-R18) ROSYBILL DRIVE (SEE SHEETS R17-R18) GARGANEY DRIVE (SEE SHEETS R19-R22) GARGANEY DRIVE (SEE SHEETS R19-R22) PRIVATE DRIVE (SEE SHEET R33) 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 9+75 10+00 11+00 12+00 13+00 13+25 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 9+75 10+00 11+00 12+00 13+00 13+25 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R22 GARGANEY DRIVE ROADWAY PLAN & PROFILE LEFT MEDIAN FLOWLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT MEDIAN FLOWLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R20 & R22 R22 R19 & R21 LINE MATCH STA MATCH LINE STA16+00 MATCH LINE STA16+00 MATCH LINE STA16+00 16+00 LEFT FLOWLINE GOSLYN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE GOSLYN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE GOSLYN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° NORTH 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 16+00 15+00 14+00 13+00 12+00 11+00 10+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R21 GOSLYN DR. & GARGANEY DR. ROADWAY PLAN & PROFILE CENTERLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R20 & R22 R22 R19 & R21 MATCH LINE STA16+00 LINE MATCH STA MATCH LINE STA16+00 MATCH LINE STA16+00 16+00 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+30 22+00 21+00 20+00 19+00 18+00 17+00 16+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R20 GARGANEY DRIVE ROADWAY PLAN & PROFILE LEFT FLOWLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R20 & 22 R22 R19 & R21 LINE MATCH STA MATCH LINE STA16+00 MATCH LINE STA16+00 MATCH LINE STA16+00 16+00 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 16+00 15+00 14+00 13+00 12+00 11+00 10+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R19 GARGANEY DR. ROADWAY PLAN & PROFILE LEFT FLOWLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE GARGANEY DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R20 & R22 R22 R19 & R21 MATCH LINE STA16+00 LINE MATCH STA MATCH LINE STA16+00 MATCH LINE STA16+00 16+00 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 13 LOT 15 LOT 14 LOT 17 LOT 16 LOT 19 LOT 18 LOT 5 LOT 6 ROSYBILL DRIVE 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: ST � R18 BLACK SCOTER DR. & ROSYBILL DR. ROADWAY PLAN & PROFILE LEFT FLOWLINE ROSYBILL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ROSYBILL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ROSYBILL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH 150° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R18 R17 LINE MATCH STA 18+50 MATCH LINE STA18+50 MATCH LINE STA18+50 MATCH LINE STA18+50 4970 4975 4980 4985 4990 14+50 15+00 16+00 17+00 18+00 18+50 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 9+75 10+00 11+00 12+00 13+00 14+00 14+50 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 9+75 10+00 11+00 12+00 13+00 14+00 14+50 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 14+50 15+00 16+00 17+00 18+00 18+50 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 14+50 15+00 16+00 17+00 18+00 18+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE BLACK SCOTER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE BLACK SCOTER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BLACK SCOTER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R17 BLACK SCOTER DR. & ROSYBILL DR. ROADWAY PLAN & PROFILE LEFT FLOWLINE ROSYBILL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ROSYBILL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ROSYBILL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° NORTH 180° NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R18 R17 LINE MATCH STA 14+50 MATCH LINE STA14+50 MATCH LINE STA14+50 LINE MATCH STA 14+50 LINE MATCH STA 18+50 MATCH LINE STA18+50 MATCH LINE STA14+50 MATCH LINE STA14+50 MATCH LINE STA14+50 MATCH LINE STA18+50 MATCH LINE STA14+50 MATCH LINE STA18+50 LOT 1 TRACT G LOT 25 LOT 7 LOT 26 LOT 6 LOT 27 LOT 4 LOT 5 LOT 28 LOT 3 LOT 1 LOT 1 LOT 2 MANDARIN DRIVE (SEE SHEETS R23-R24) ROSYBILL DRIVE (SEE SHEETS R17-R18) ROSYBILL DRIVE (SEE SHEETS R17-R18) GARGANEY DRIVE (SEE SHEETS R19-R22) "NEW VINE" DRIVE (SEE SHEETS R1-R9) "NEW VINE" DRIVE (SEE SHEETS R1-R9) 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE MERGANSER SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE MERGANSER STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MERGANSER SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R16 MERGANSER STREET ROADWAY PLAN & PROFILE NORTH 90° LINE MATCH STA 20+00 MATCH LINE STA20+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R15 R16 MATCH LINE STA20+00 MATCH LINE STA20+00 (SEE SHEETS R30-R32) OLD VINE DRIVE (SEE SHEETS R30-R32) ALEUTIAN DRIVE (SEE SHEETS R28-R29) SHEARWATER DRIVE (SEE SHEETS R25-R27) "NEW VINE" DRIVE (SEE SHEETS R1-R9) VINE DRIVE "NEW VINE" DRIVE (SEE SHEETS R1-R9) 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE MERGANSER SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE MERGANSER STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MERGANSER SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R15 MERGANSER STREET ROADWAY PLAN & PROFILE 90° LINE MATCH STA 20+00 MATCH LINE STA20+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R15 R16 MATCH LINE STA20+00 MATCH LINE STA20+00 VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R10 R11 R12 R13 R14 LINE MATCH STA 45+00 MATCH LINE STA45+00 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R13 ULTIMATE TIMBERLINE ROAD ROADWAY PLAN & PROFILE NORTH 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R12 R11 R12 R13 R14 LINE MATCH STA 36+00 MATCH LINE STA LINE MATCH STA 45+00 MATCH LINE STA 36+00 45+00 MATCH LINE STA MATCH LINE STA 36+00 45+00 K�� '� ��. C�� . R CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R12 ULTIMATE TIMBERLINE ROAD ROADWAY PLAN & PROFILE NORTH 95° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R10 R11 R12 R13 R14 LINE MATCH STA 26+00 MATCH LINE STA LINE MATCH STA 36+00 MATCH LINE STA 26+00 36+00 TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R11 ULTIMATE TIMBERLINE ROAD ROADWAY PLAN & PROFILE NORTH 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R10 R11 R12 R13 R14 LINE MATCH STA 16+50 MATCH LINE STA LINE MATCH STA 26+00 16+50 MATCH LINE STA 26+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R10 ULTIMATE TIMBERLINE ROAD ROADWAY PLAN & PROFILE 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE LINE MATCH STA 16+50 MATCH LINE STA16+50 R10 R11 R12 R13 R14 50+50 MATCH LINE STA50+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 40+50 MATCH LINE STA MATCH LINE STA 50+50 LINE MATCH STA 50+50 40+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R3 R4 & R5 R6 &R7 R8 R9 4975 30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 30+50 31+00 32+00 33+00 34+00 35+00 35+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 30+50 31+00 32+00 33+00 34+00 35+00 35+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R9 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 30+50 MATCH LINE STA LINE MATCH STA 40+50 30+50 MATCH LINE STA 40+50 MATCH LINE STA30+50 MATCH LINE STA30+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 4975 30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R4 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 30+50 MATCH LINE STA MATCH LINE STA 40+50 LINE MATCH STA 40+50 30+50 MATCH LINE STA MATCH LINE STA 40+50 MATCH LINE STA 30+50 MATCH LINE STA 40+50 30+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE "NEW VINE" DRIVE LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 MERGANSER STREET (SEE SHEETS R15-R16) MERGANSER STREET (SEE SHEETS R15-R16) TRACT B TRACT Q TRACT J 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 24+75 25+00 26+00 27+00 28+00 29+00 30+00 30+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+50 21+00 22+00 23+00 24+00 24+25 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 24+75 25+00 26+00 27+00 28+00 29+00 30+00 30+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+50 21+00 22+00 23+00 24+00 24+25 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R8 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 30+50 MATCH LINE STA LINE MATCH STA 21+50 20+50 MATCH LINE STA30+50 NORTH 10° MATCH LINE STA MATCH LINE STA30+50 MATCH LINE STA 20+50 MATCH LINE STA30+50 20+50 LEFT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 UD UD UD UD UD UD UD UD UD UD "NEW VINE" DRIVE "NEW VINE" DRIVE LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 MERGANSER STREET (SEE SHEETS R15-R16) MERGANSER STREET (SEE SHEETS R15-R16) TRACT B TRACT Q TRACT J 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R3 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 30+50 MATCH LINE STA MATCH LINE STA30+50 LINE MATCH STA 21+50 20+50 10° MATCH LINE STA MATCH LINE STA30+50 MATCH LINE STA 20+50 MATCH LINE STA30+50 20+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT MEDIAN FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R7 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE NORTH 10° LINE MATCH STA 10+50 MATCH LINE STA10+50 LINE MATCH STA 20+50 MATCH LINE STA20+50 MATCH LINE STA10+50 MATCH LINE STA20+50 MATCH LINE STA10+50 MATCH LINE STA20+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEFT FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R2 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE 10° LINE MATCH STA 10+50 MATCH LINE STA10+50 MATCH LINE STA20+50 LINE MATCH STA 20+50 MATCH LINE STA10+50 MATCH LINE STA20+50 MATCH LINE STA10+50 MATCH LINE STA20+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R CENTERLINE "NEW VINE" DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEGEND: NOTES: ST � R1 "NEW VINE" DRIVE ROADWAY PLAN & PROFILE LINE MATCH STA 10+50 MATCH LINE STA 10+50 10° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE R1 R2 & R7 R3 & R8 R4 & R9 R5 R6 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 LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE 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 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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heet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE NORTH EC1 EROSION CONTROL PLAN EC1 LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R W5 SF CWA EROSION CONTROL NOTES: LOT 7 FG=50.45 TF=51.12 A LOT 1 FG=53.86 TF=54.53 A LOT 2 FG=53.43 TF=54.10 A LOT 3 FG=53.54 TF=54.21 A LOT 4 FG=52.85 TF=53.52 A LOT 5 FG=52.22 TF=52.89 A LOT 8 FG=49.27 TF=49.94 A LOT 7 FG=49.79 TF=50.46 A LOT 6 FG=51.73 TF=52.40 A LOT 5 FG=52.61 TF=53.28 A LOT 4 FG=53.76 TF=54.43 A LOT 3 FG=54.88 TF=55.55 A LOT 2 FG=56.28 TF=56.95 A LOT 1 FG=56.60 TF=57.27 A LOT 1 FG=52.45 TF=53.12 A LOT 2 FG=52.88 TF=53.55 A LOT 3 FG=53.26 TF=53.93 A LOT 4 FG=53.86 TF=54.53 A LOT 5 FG=55.05 TF=55.72 A LOT 6 FG=56.25 TF=56.92 A LOT 7 FG=56.83 TF=57.50 A LOT 1 FG=52.77 TF=53.44 A LOT 2 FG=52.91 TF=53.58 A LOT 3 FG=53.29 TF=53.96 A LOT 4 FG=53.77 TF=54.44 A LOT 5 FG=54.12 TF=54.79 A LOT 6 FG=55.38 TF=56.05 A LOT 14 FG=57.77 TF=58.44 B LOT 13 FG=58.07 TF=58.74 B LOT 12 FG=58.42 TF=59.09 B LOT 11 FG=58.77 TF=59.44 B LOT 10 FG=59.05 TF=59.72 B LOT 9 FG=59.30 TF=59.97 B LOT 8 FG=59.55 TF=60.22 B LOT 7 FG=59.50 TF=60.17 B LOT 8 FG=58.16 TF=58.83 B LOT 9 FG=59.39 TF=60.06 B Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH G6 GRADING PLAN LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE G1 G2 G3 G6 G5 G4 �� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH G5 GRADING PLAN LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE G1 G2 G3 G6 G5 G4 TF=66.39 A LOT 5 FG=67.95 TF=68.62 A LOT 6 FG=69.09 TF=69.76 A LOT 7 FG=68.97 TF=69.64 A LOT 8 FG=65.49 TF=66.16 A LOT 9 FG=63.17 TF=63.84 A LOT 1 FG=68.44 TF=69.11 A LOT 2 FG=70.55 TF=71.22 A LOT 3 FG=69.85 TF=70.52 A LOT 4 FG=70.86 TF=71.53 A LOT 5 FG=71.88 TF=72.55 A LOT 6 FG=72.89 TF=73.56 A LOT 7 FG=73.90 TF=74.57 A LOT 8 FG=74.90 TF=75.57 A LOT 9 FG=75.76 TF=76.43 A LOT 10 FG=75.79 TF=76.46 A LOT 11 FG=75.72 TF=76.39 A LOT 28 FG=73.65 TF=74.32 A LOT 27 FG=74.40 TF=75.07 A LOT 26 FG=76.05 TF=76.72 A LOT 25 FG=77.12 TF=77.79 A LOT 24 FG=78.56 TF=79.23 A LOT 23 FG=79.82 TF=80.49 A LOT 22 FG=81.12 TF=81.79 A LOT 21 FG=81.84 TF=82.51 A LOT 20 FG=81.87 TF=82.54 A LOT 19 FG=81.18 TF=81.85 A LOT 18 FG=79.55 TF=80.22 A LOT 17 FG=77.75 TF=78.42 A LOT 16 FG=75.95 TF=76.62 A LOT 15 FG=74.17 TF=74.84 A LOT 14 FG=71.97 TF=72.64 A LOT 13 FG=70.75 TF=71.42 A LOT 12 FG=69.81 TF=70.48 A LOT 11 FG=69.15 TF=69.82 A LOT 10 FG=68.94 TF=69.61 A LOT 9 FG=69.38 TF=70.05 A LOT 8 FG=69.91 TF=70.58 A LOT 7 FG=70.36 TF=71.03 A TF=60.21 LOT 22 FG=61.49 TF=62.16 LOT 20 FG=66.37 TF=67.04 B LOT 19 FG=67.76 TF=68.43 B LOT 18 FG=68.42 TF=69.09 B LOT 22 FG=66.01 TF=66.68 G LOT 21 FG=67.07 TF=67.74 G LOT 20 FG=68.13 TF=68.80 G LOT 19 FG=69.19 TF=69.86 G LOT 18 FG=70.25 TF=70.92 G LOT 17 FG=71.31 TF=71.98 G LOT 16 FG=72.37 TF=73.04 G LOT 15 FG=73.43 TF=74.10 G LOT 14 FG=74.43 TF=75.10 G LOT 13 FG=74.43 TF=75.10 G LOT 12 FG=73.94 TF=74.61 G Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH G4 GRADING PLAN LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE G1 G2 G3 G6 G5 G4 DETENTION POND FOREBAY CROSS PAN ALEUTIAN DRIVE SOFT PAN LOT 17 FG=52.06 TF=52.73 A LOT 16 FG=51.75 TF=52.42 A LOT 15 FG=51.29 TF=51.96 A LOT 14 FG=51.44 TF=52.11 A LOT 13 FG=51.74 TF=52.41 A LOT 12 FG=51.78 TF=52.45 A LOT 11 FG=51.51 TF=52.18 A LOT 10 FG=51.16 TF=51.83 A LOT 9 FG=50.81 TF=51.48 A LOT 8 FG=50.47 TF=51.14 A LOT 4 FG=53.48 TF=54.15 A LOT 5 FG=54.29 TF=54.96 A LOT 6 FG=54.20 TF=54.87 A LOT 7 FG=54.69 TF=55.36 A LOT 8 FG=54.87 TF=55.54 A LOT 9 FG=54.66 TF=55.33 A LOT 10 FG=54.26 TF=54.93 A LOT 11 FG=53.83 TF=54.50 A LOT 12 FG=53.40 TF=54.07 A LOT 13 FG=53.13 TF=53.80 A LOT 14 FG=52.62 TF=53.29 A LOT 26 FG=52.97 TF=53.64 A LOT 27 FG=52.45 TF=53.12 A LOT 28 FG=52.60 TF=53.27 A LOT 29 FG=51.67 TF=52.34 A LOT 6 FG=50.84 TF=51.51 A LOT 7 FG=50.45 TF=51.12 A LOT 8 FG=49.27 TF=49.94 A LOT 1 FG=52.45 TF=53.12 A LOT 2 FG=52.88 TF=53.55 A LOT 3 FG=53.26 TF=53.93 A LOT 1 FG=51.62 TF=52.29 B LOT 2 FG=51.81 TF=52.48 B LOT 3 FG=52.10 TF=52.77 B LOT 18 FG=53.14 TF=53.81 B LOT 19 FG=53.50 TF=54.17 B LOT 20 FG=53.50 TF=54.17 B LOT 21 FG=53.40 TF=54.07 B LOT 22 FG=53.33 TF=54.00 B LOT 23 FG=53.33 TF=54.00 B LOT 24 FG=53.15 TF=53.82 B LOT 25 FG=53.08 TF=53.75 B Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH G3 GRADING PLAN LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE G1 G2 G3 G6 G5 G4 FG=53.86 TF=54.53 A LOT 5 FG=55.05 TF=55.72 A LOT 6 FG=56.25 TF=56.92 A LOT 7 FG=56.83 TF=57.50 A LOT 1 FG=59.75 TF=60.42 A LOT 2 FG=60.81 TF=61.48 A LOT 3 FG=61.25 TF=61.92 A LOT 4 FG=61.01 TF=61.68 A LOT 5 FG=60.40 TF=61.07 A LOT 6 FG=59.79 TF=60.46 A LOT 7 FG=59.09 TF=59.76 A LOT 1 FG=58.76 TF=59.43 A LOT 2 FG=58.44 TF=59.11 A LOT 3 FG=57.87 TF=58.54 A LOT 4 FG=57.32 TF=57.99 A LOT 5 FG=57.83 TF=58.50 A LOT 6 FG=59.16 TF=59.83 A LOT 7 FG=59.25 TF=59.92 A FG=60.59 TF=61.26 LOT 1 FG=59.67 TF=60.34 A LOT 2 FG=61.36 TF=62.03 A LOT 3 FG=63.20 TF=63.87 A LOT 4 FG=65.72 TF=66.39 A LOT 8 FG=58.16 TF=58.83 B LOT 9 FG=59.39 TF=60.06 B LOT 1 FG=58.97 TF=59.64 B LOT 2 FG=59.24 TF=59.91 B LOT 3 FG=58.88 TF=59.55 B LOT 4 FG=58.42 TF=59.09 B LOT 5 FG=57.96 TF=58.63 B LOT 6 FG=57.65 TF=58.32 B LOT 7 FG=57.37 TF=58.04 B LOT 8 FG=57.09 TF=57.76 B LOT 9 FG=56.73 TF=57.40 B LOT 10 FG=56.88 TF=57.55 B LOT 11 FG=57.42 TF=58.09 B LOT 12 FG=57.96 TF=58.63 B LOT 13 FG=61.14 TF=61.81 B LOT 27 FG=59.87 TF=60.54 B LOT 26 FG=59.21 TF=59.88 B LOT 25 FG=58.55 TF=59.22 B LOT 24 FG=59.54 TF=60.21 B LOT 23 FG=60.02 TF=60.69 B LOT 22 FG=61.49 TF=62.16 B LOT 21 FG=63.20 TF=63.87 B LOT 28 FG=57.92 TF=58.59 B Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH G2 GRADING PLAN LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE G1 G2 G3 G6 G5 G4 FG=68.94 TF=69.61 A LOT 9 FG=69.38 TF=70.05 A LOT 8 FG=69.91 TF=70.58 A LOT 7 FG=70.36 TF=71.03 A LOT 6 FG=70.78 TF=71.45 A LOT 5 FG=71.20 TF=71.87 A LOT 4 FG=71.68 TF=72.35 A LOT 3 FG=72.32 TF=72.99 A LOT 2 FG=73.76 TF=74.43 A LOT 1 FG=78.23 TF=78.90 A LOT 11 FG=57.42 TF=58.09 B LOT 12 FG=57.96 TF=58.63 B LOT 13 FG=61.14 TF=61.81 B LOT 23 FG=60.02 TF=60.69 B LOT 22 FG=61.49 TF=62.16 B LOT 21 FG=63.20 TF=63.87 B LOT 20 FG=66.37 TF=67.04 B LOT 19 FG=67.76 TF=68.43 B LOT 18 FG=68.42 TF=69.09 B LOT 17 FG=68.95 TF=69.62 B LOT 16 FG=69.37 TF=70.04 B LOT 15 FG=69.79 TF=70.46 B LOT 14 FG=72.60 TF=73.27 B LOT 13 FG=73.33 TF=74.00 B LOT 12 FG=73.08 TF=73.75 B LOT 15 FG=66.11 TF=66.78 G LOT 16 FG=67.97 TF=68.64 G LOT 17 FG=70.50 TF=71.17 G LOT 18 FG=72.82 TF=73.49 G LOT 19 FG=74.75 TF=75.42 G LOT 20 FG=76.55 TF=77.22 G LOT 21 FG=78.62 TF=79.29 G LOT 22 FG=81.24 TF=81.91 G LOT 14 FG=63.72 TF=64.39 G Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH G1 GRADING PLAN LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE G1 G2 G3 G6 G5 G4 TRACT B TRACT D TRACT E TRACT K TRACT N TRACT K PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE PROPOSED OUTLET STRUCTURE PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE & OUTLET PIPE SIDEWALK CUVERT PROPOSED UNDERDRAIN SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE OUTLET OUTLET DETENTION POND EXISTING WETLANDS DETENTION POND SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE TRACT O TRACT Q TRACT J TRACT P TRACT G TRACT F Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE NORTH OG1 GRADING PLAN OVERALL OG1 LEGEND: ST NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 14" PVC @ -0.00% 14" PVC @ 1.75% 14" PVC @ -1.75% 14" PVC @ 0.00% 14" PVC @ -100.00% 14" PVC @ -0.00% 14" PVC @ 100.00% 14" PVC @ 1.75% 14" PVC @ 3.49% 14" PVC @ 3.49% 14" PVC @ 103.49% 14" PVC @ 0.87% 14" PVC @ -0.87% STA. 10+00.0 CONTRACTOR TO CONNECT INTO EXISTING PIPE ASSUMED T.O.P.=4938.64 STA. 10+93.8 1.0° DEFLECTION T.O.P.=4938.64 STA. 11+76.7 1.0° DEFLECTION T.O.P.=4940.08 STA. 15+28.3 1.0° DEFLECTION T.O.P.=4943.76 STA. 17+42.7 ???° DEFLECTION T.O.P.=4943.76 STA. 13+97.2 45° VERTICAL BEND T.O.P.=4942.59 STA. 14+05.2 45° VERTICAL BEND T.O.P.=4942.59 STA. 14+08.4 45° VERTICAL BEND WITH AIR-VAC VALVE T.O.P.=4945.85 STA. 12+90.4 0.5° DEFLECTION T.O.P.=4945.77 STA. 12+38.5 1.0° DEFLECTION T.O.P.=4944.86 STA. 12+15.9 45° VERTICAL BEND T.O.P.=4941.45 STA. 12+18.5 45° VERTICAL BEND T.O.P.=4944.17 STA. 13+41.0 1.0° DEFLECTION WITH AIR-VAC VALVE T.O.P.=4946.21 STA. 13+94.0 45° VERTICAL BEND T.O.P.=4945.75 STA.=11+29.55 INV.= 4940.95 18" RCP STORM SEWER STA.=12+09.44 INV.= 4943.04 30" RCP STORM SEWER STA.=14+01.00 INV.= 4944.30 24" RCP STORM SEWER STA.=13+12.47 INV.= 4940.91 12" PVC SANITARY SEWER STA.=13+92.43 INV.= 4941.36 12" PVC SANITARY SEWER PROFILE SCALE: WATERMAIN LINE B Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� WM3 PLAN & PROFILE WATERMAIN LINE B D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: W SS ST � NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE WM1 WM2 WM3 CAP WITH THRUST BLOCK T.O.P.=4970.62 PROFILE SCALE: WATERMAIN LINE A Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� WM2 PLAN & PROFILE WATERMAIN LINE A D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: W SS ST � NORTH LINE MATCH STA 20+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE WM1 WM2 WM3 MATCH LINE STA 20+50 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC STA. 10+00.0 CONTRACTOR TO CONNECT INTO EXISTING PIPE ASSUMED T.O.P.=4953.77 STA. 15+52.9 0.5° DEFLECTION T.O.P.=4953.26 STA. 11+91.3 0.5° DEFLECTION T.O.P.=4952.10 STA. 12+73.4 1.0° DEFLECTION T.O.P.=4950.66 STA. 14+04.4 1.0° DEFLECTION T.O.P.=4950.66 STA. 16+10.3 1.4° DEFLECTION WITH AIR-VAC VALVE T.O.P.=4953.75 STA. 16+96.4 0.4° DEFLECTION T.O.P.=4952.33 STA. 18+86.1 1.0° DEFLECTION T.O.P.=4950.67 PROFILE SCALE: WATERMAIN LINE A Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� WM1 PLAN & PROFILE WATERMAIN LINE A D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: W SS ST � NORTH LINE MATCH STA 20+50 MATCH LINE STA 20+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE WM1 WM2 WM3 UD UD UD UD UD UD UD UD UD UD UD UD UD CLEANOUT B9 STA 34+57.61 N: 135347.12 E: 207879.87 CLEANOUT B7 STA 28+74.72 N: 135351.58 E: 207297.05 CLEANOUT B5 STA 24+19.65 N: 135351.66 E: 206842.00 HORZ DEFLECTION B8 STA 31+40.67 N: 135352.81 E: 207562.99 CLEANOUT B4 STA 23+19.56 N: 135355.53 E: 206741.99 HORZ DEFLECTION B6 STA 26+94.62 N: 135348.81 E: 207116.97 326.66 LF 4" PVC @ 0.50% 100.09 LF 4" PVC @ 0.50% 274.98 LF 4" PVC @ 0.50% 180.10 LF 4" PVC @ 0.50% 265.95 LF 4" PVC @ 0.50% 316.93 LF 4" PVC @ 0.50% LOT 8 NEW VINE DRIVE MERGANSER DRIVE LOT 9 LOT 3 LOT 2 LOT 1 LOT 2 LOT 1 TRACT J BLOCK 2 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UD4 PLAN & PROFILE UNDERDRAIN LINE B UNDERDRAIN LINE B PROFILE SCALE: NORTH NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD LINE MATCH STA 22+00 MATCH LINE STA 22+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE UD1 UD2 UD3 UD4 X X X X W W W W W W W W W G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD STMH B6 STA ??? N: 135197.99 E: 205493.42 CLEANOUT B1-W STA 10+00.00 N: 135198.63 E: 205436.09 CLEANOUT B1 STA 13+99.49 N: 135198.21 E: 205835.58 CLEANOUT B2 STA 18+12.79 N: 135265.01 E: 206243.45 HORZ DEFLECTION B3 STA 19+92.89 N: 135301.25 E: 206419.86 342.16 LF 4" PVC @ 0.20% 413.31 LF 4" PVC @ 0.20% 180.10 LF 4" PVC @ 0.50% 326.66 LF 4" PVC @ 0.50% 57.33 LF 4" PVC @ 0.50% LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 TRACT B BLOCK 2 BLOCK 1 TRACT A NEW VINE DRIVE CAPE TEAL DRIVE SHEARWATER DRIVE Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UD3 PLAN & PROFILE UNDERDRAIN LINE B UNDERDRAIN LINE B PROFILE SCALE: NORTH NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD MATCH LINE STA 22+00 LINE MATCH STA 22+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE UD1 UD2 UD3 UD4 CLEANOUT A4 STA 16+85.29 N: 135890.53 E: 207033.60 GARGANEY DRIVE GARGANEY DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE TRACT H CLEANOUT A7 STA 24+41.91 N: 135886.56 E: 207790.21 CLEANOUT A6 STA 23+49.91 N: 135887.05 E: 207698.21 92.00 LF 8" PVC @ 5.00% LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 BLOCK 11 LOT 14 LOT 13 LOT 12 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 9 LOT 7 LOT 25 LOT 26 LOT 27 LOT 28 BLOCK 9 TRACT P BLOCK 11 LOT 8 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UD2 PLAN & PROFILE UNDERDRAIN LINE A UNDERDRAIN LINE A PROFILE SCALE: NORTH NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD MATCH LINE STA 17+00 LINE MATCH STA 17+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE UD1 UD2 UD3 UD4 CONCRETE COLLAR A1 STA 10+00.00 N: 135905.77 E: 206348.73 201.44 LF 8" PVC @ 0.20% 81.49 LF 8" PVC @ 0.50% 190.00 LF 8" PVC @ 1.00% MERGANSER DRIVE GARGANEY DRIVE MANDARIN DRIVE CLEANOUT A1 STA 12+01.44 N: 135905.25 E: 206550.17 LOT 9 LOT 7 LOT 2 LOT 8 LOT 1 LOT 3 BLOCK 10 LOT 24 LOT 23 LOT 22 LOT 7 LOT 6 LOT 5 LOT 4 LOT 10 LOT 11 LOT 12 BLOCK 7 LOT 9 LOT 8 LOT 7 LOT 2 LOT 3 LOT 27 LOT 1 BLOCK 8 TRACT G LOT 25 LOT 26 LOT 5 LOT 6 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UD1 PLAN & PROFILE UNDERDRAIN LINE A UNDERDRAIN LINE A PROFILE SCALE: NORTH NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD MATCH LINE STA 17+00 LINE MATCH STA 17+00 UD1 UD2 UD3 UD4 REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R IR3 PLAN & PROFILE IRRIGATION LINE A3 IRRIGATION LINE A3 PROFILE SCALE: NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE IR2 IR3 IR3 IRRIGATION MH A4 STA 24+91.67 N: 136351.96 E: 207907.34 IRRIGATION MH A6 STA 30+49.29 N: 136354.88 E: 207349.72 IRRIGATION MH A3 STA 20+85.71 STA 11+33.74 (LINE A3) N: 135946.00 E: 207905.21 405.96 LF 24" PVC @ 0.08% 292.72 LF 24" PVC @ 0.08% 264.90 LF 24" PVC @ 0.08% TRACT K LOT 24 LOT 25 LOT 26 BLOCK 9 LOT 27 LOT 28 BLACK SCOTER DRIVE LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 ROSYBILL DRIVE GARGANEY DRIVE TRACT P BLOCK 11 BLOCK 9 TIMBERLINE ROAD Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R IR2 PLAN & PROFILE IRRIGATION LINE A IRRIGATION LINE A PROFILE SCALE: NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD NORTH LINE MATCH STA 20+50 MATCH LINE STA 20+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE IR1 IR2 IR3 N: 134865.68 E: 207967.02 400.60 LF 24" PVC @ 0.50% 319.99 LF 24" PVC @ 0.70% 365.12 LF 24" PVC @ 3.00% NEW VINE DRIVE TIMBERLINE ROAD Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R IR1 PLAN & PROFILE IRRIGATION LINE A IRRIGATION LINE A PROFILE SCALE: NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD NORTH LINE MATCH STA 20+50 MATCH LINE STA20+50 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE IR1 IR2 IR3 �� ST OHE OHE W W W W W W W W W Existing STMH STA 10+00.00 N: 134486.39 E: 205538.94 Existing Outfall INV. IN=4941.35 (NE) FG=4941.35 FES D1 STA 10+90.35 N: 134537.54 E: 205613.43 EXISTING 54.56 LF 18" RCP 90.35 LF 18" RCP @ 0.20% TRACT A Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ST3 PLAN & PROFILE STORM SEWER LINE C & D STORM SEWER LINE D PROFILE SCALE: NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD STORM SEWER LINE C PROFILE SCALE: NORTH 90° NORTH 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE LINE C LINE D TOP= 4940.97 STMH B6 STA 17+67.23 RIM 4954.3± INV. IN 4947.73 (NE) INV. IN 4948.53 (W) INV. IN 4948.53 (E) INV. OUT 4947.73 (SW) 114.32 LF 15" RCP @ 0.60% UD UD UD UD UD UD UD X X X X X X X X X X X X X X X X X X W W W W W W W W STMH B4 STA 14+68.48 N: 134972.21 E: 205540.13 STMH B5 STA 16+48.17 N: 135105.00 E: 205419.07 STMH B3 STA 13+22.36 N: 134826.09 E: 205539.82 OUTLET STRUCTURE B7 STA 18+81.55 N: 135287.27 E: 205564.81 STMH B2 STA 10+81.04 N: 134584.77 E: 205539.31 STMH B1 STA 10+00.00 N: 134551.75 E: 205613.31 81.04 LF 30" RCP @ 2.69% 241.32 LF 24" RCP @ 0.50% 179.69 LF 24" RCP @ 0.50% 119.06 LF 15" RCP @ 0.60% 146.12 LF 24" RCP @ 0.50% TRACT A LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 18 LOT 17 LOT 10 LOT 11 TRACT A LOT 20 LOT 16 LOT 19 LOT 15 BLOCK 5 BLOCK 1 NEW VINE DRIVE OUZEL DRIVE TRACT A ALEUTIAN DRIVE SHEARWATER DR. STMH B6 STA 17+67.23 N: 135197.99 E: 205493.42 114.32 LF 15" RCP @ 0.60% 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 STMH B3 STA 10+07.12 STA 13+22.36 (LINE B) RIM 4950.0± INV. IN 4944.72 (N) INV. IN 4944.72 (W) INV. IN 4944.72 (E) INV. OUT 4944.72 (S) INLET B3-1W STA 10+00.00 RIM 4950.0± INV. OUT 4944.85 (E) 6.38 LF 15" RCP @ 2.00% 25.12 LF 15" RCP @ 2.00% INLET B3-1E STA 10+31.50 RIM 4950.0± INV. OUT 4945.22 (W) PROPOSED WATER LINE LOWERING STA.=10+26.75 TOP= 4943.17 10" SANITARY SEWER CROSSING STA.=10+16.75 INLET B3-1W STA 10+00.00 N: 134826.17 E: 205533.44 INLET B3-1E STA 10+31.50 N: 134825.77 E: 205564.94 6.38 LF 15" RCP @ 2.00% 25.12 LF 15" RCP @ 2.00% STMH B3 STA 13+22.36 N: 134826.09 E: 205539.82 BLOCK 5 BLOCK 1 OUZEL DRIVE ALEUTIAN DRIVE SHEARWATER DR. LOT 17 LOT 1 LOT 2 LOT 4 LOT 5 LOT 6 LOT 18 LOT 3 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ST2 PLAN & PROFILE STORM SEWER LINE B & B3 STORM SEWER LINE B PROFILE SCALE: NORTH NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD STORM SEWER LINE B3 PROFILE SCALE: KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE ST2 NORTH PLAN & PROFILE STORM SEWER LINE A STORM SEWER LINE A PROFILE SCALE: NOTES: ST SS B LEGEND: ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X � � UD KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE ST1 NORTH 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN 6' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT LOT 14 LOT 15 LOT 6 BLOCK 10 LOT 7 LOT 8 LOT 9 LOT 22 LOT 21 LOT 20 LOT 19 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 TRACT P BLOCK 11 BLOCK 11 BLACK SCOTER DRIVE GOSLYN DRIVE GARGANEY DRIVE ROSYBILL DRIVE LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 9' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN 10' MIN 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 SSMH B5-1 STA 10+00.00 RIM 4958.0± INV. IN 4948.85 (E) INV. IN 4948.85 (N) INV. OUT 4948.65 (W) 123.02 LF 8" PVC @ 0.50% SSMH B5-1.1 STA 11+23.02 RIM 4961.5± INV. IN 4949.67 (N) INV. OUT 4949.47 (S) 212.87 LF 8" PVC @ 2.00% SSMH B5-1.2 STA 13+35.89 RIM 4968.7± INV. IN 4954.13 (E) INV. OUT 4953.93 (S) 75.70 LF 8" PVC @ 2.00% SSMH B5-1.3 STA 14+11.59 RIM 4970.5± INV. IN 4955.84 (E) INV. OUT 4955.64 (W) 241.15 LF 8" PVC @ 2.00% SSMH B5-1.4 STA 16+52.74 RIM 4977.7± INV. IN 4960.86 (E) INV. OUT 4960.66 (W) 241.15 LF 8" PVC @ 2.00% SSMH B5-1.5 STA 18+93.89 RIM 4976.5± INV. OUT 4965.69 (W) 4959.38 4959.87 4960.36 4961.63 4962.94 4964.10 4966.82 4968.38 4969.33 4971.27 4973.68 4976.02 4976.21 4976.29 4976.49 4976.90 4976.99 4977.75 4977.35 4977.61 4977.90 4978.70 4979.32 4979.91 4981.00 4981.27 4981.61 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS11 PLAN & PROFILE SANITARY SEWER LINES B5-1 C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE B5-1 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS11 E: 207089.39 SSMH B5 STA 10+00.00 N: 135881.41 E: 206797.56 291.83 LF 8" PVC @ 0.50% 332.31 LF 8" PVC @ 0.50% 281.06 LF 8" PVC @ 3.00% 332.31 LF 8" PVC @ 0.50% LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 7 LOT 1 LOT 2 BLOCK 10 LOT 9 LOT 8 LOT 3 LOT 4 LOT 7 LOT 1 GOSLYN DRIVE LOT 2 BLOCK 11 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 25 LOT 26 LOT 27 LOT 28 LOT 14 LOT 13 LOT 12 BLOCK 11 TRACT P LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 GARGANEY DRIVE BLACK SCOTER DRIVE MERGANSER STREET 9' UTIL EASEMENT 10' MIN TRACT G TRACT H BLOCK 6 TRACT Q 10' MIN 10' MIN 10' MIN 10' MIN 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN 6' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 4935 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 4935 4940 4945 4950 4955 4960 4965 4970 4975 4980 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 SSMH B5 STA 10+00.00 RIM 4955.4± INV. IN 4947.19 (N) INV. IN 4947.19 (E) INV. OUT 4946.99 (S) 291.83 LF 8" PVC @ 0.50% SSMH B5-1 STA 12+91.83 RIM 4958.0± INV. IN 4948.85 (E) INV. IN 4948.85 (N) INV. OUT 4948.65 (W) 332.31 LF 8" PVC @ 0.50% SSMH B5-2 STA 16+24.15 RIM 4961.4± INV. IN 4950.72 (E) INV. OUT 4950.52 (W) 332.31 LF 8" PVC @ 0.50% SSMH B5-3 STA 19+56.46 RIM 4968.3± INV. IN 4952.58 (N) INV. OUT 4952.38 (W) 281.06 LF 8" PVC @ 3.00% SSMH B5-4 STA 22+37.52 RIM 4974.3± INV. OUT 4961.01 (S) 4955.65 4955.81 4955.96 4956.36 4956.61 4956.86 4957.36 4957.61 4957.86 4958.36 4958.61 4958.86 4959.36 4959.61 4959.86 4960.36 4960.61 4960.86 4961.36 4961.61 4961.86 4962.36 4962.67 4963.11 4964.36 4965.11 4965.86 4967.36 4968.11 4968.28 4969.13 4969.56 4970.00 4971.16 4971.88 4972.63 4974.03 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS10 PLAN & PROFILE SANITARY SEWER LINES B5 C. Snowdon C. Bowen 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS10 SANITARY SEWER LINE B5 S 77.72 LF 8" PVC @ 0.50% 182.02 LF 8" PVC @ 0.50% SSMH B4-7 STA 19+78.71 N: 136314.00 E: 206378.41 114.16 LF 8" PVC @ 0.50% SSMH B4-8 STA 20+92.87 N: 136421.43 E: 206339.78 257.65 LF 8" PVC @ 3.00% 72.64 LF 8" PVC @ 3.00% SSMH B4-10 STA 24+23.16 N: 136747.97 E: 206318.12 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 2 LOT 3 LOT 14 LOT 12 LOT 13 LOT 11 LOT 10 MANDARIN DRIVE ROSY BILL DRIVE 6' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN 9' UTIL EASEMENT 10' MIN 10' MIN 9' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 6' UTIL EASEMENT BLOCK 7 TRACT K 40' EAST LARIMER COUNTY WATER DISTRICT RIGHT OF WAY EASEMENT REC. NO. 20080072495 SSMH B4-9 STA 23+50.52 N: 136679.07 E: 206341.13 LOT 1 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50 SSMH B4-6 STA 17+96.69 RIM 4957.5± INV. IN 4950.71 (NW) INV. OUT 4950.51 (S) 182.02 LF 8" PVC @ 0.50% SSMH B4-7 STA 19+78.71 RIM 4964.4± INV. IN 4951.82 (N) INV. OUT 4951.62 (SE) 114.16 LF 8" PVC @ 0.50% SSMH B4-8 STA 20+92.87 RIM 4969.0± INV. IN 4952.59 (N) INV. OUT 4952.39 (S) 257.65 LF 8" PVC @ 3.00% SSMH B4-9 STA 23+50.52 RIM 4977.7± INV. IN 4960.52 (N) INV. OUT 4960.32 (S) 72.64 LF 8" PVC @ 3.00% SSMH B4-10 STA 24+23.16 RIM 4980.3± INV. OUT 4962.70 (S) 4958.39 4958.99 4959.20 4959.41 4959.87 4960.11 4960.35 4961.13 4961.59 4962.12 4963.44 4964.30 4965.17 4967.27 4968.56 4969.85 4971.67 4972.52 4973.01 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS9 PLAN & PROFILE SANITARY SEWER LINES B4 C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE B4 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD NORTH 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS9 SS8 LINE MATCH STA 17+50 MATCH LINE STA 17+50 W S S S S W W S S W W S S W W S S W W S W S W S W S W S W S W S W SSMH B4 STA 10+00.00 N: 135589.25 E: 206796.12 103.00 LF 8" PVC @ 0.50% SSMH B4-1 STA ??? N: 135589.76 E: 206693.12 114.98 LF 8" PVC @ 0.50% SSMH B4-2 STA ??? N: 135627.78 E: 206584.61 112.12 LF 8" PVC @ 0.50% SSMH B4-3 STA 13+30.10 N: 135720.65 E: 206521.78 52.17 LF 8" PVC @ 0.50% SSMH B4-4 STA 13+82.27 N: 135772.23 E: 206514.02 336.70 LF 8" PVC @ 0.50% SSMH B4-5 STA 17+18.97 N: 136108.93 E: 206515.67 77.72 LF 8" PVC @ 0.50% SSMH B4-6 STA 17+96.69 N: 136186.28 E: 206508.10 182.02 LF 8" PVC @ 0.50% LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 6 LOT 23 LOT 22 LOT 4 LOT 5 LOT 24 LOT 2 LOT 3 LOT 1 LOT 27 LOT 26 LOT 25 LOT 28 LOT 4 LOT 5 LOT 3 LOT 2 MERGANSER STREET MANDARIN DRIVE LOT 1 6' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN 9' UTIL EASEMENT 10' MIN 10' MIN 10' MIN 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT TRACT G BLOCK 8 BLOCK 8 BLOCK 8 TRACT F 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 SSMH B4 STA 10+00.00 RIM 4958.7± INV. IN 4945.53 (N) INV. IN 4945.53 (W) INV. OUT 4945.33 (S) 103.00 LF 8" PVC @ 0.50% SSMH B4-1 STA ??? RIM 4957.4± INV. IN 4946.25 (W) INV. OUT 4946.05 (E) 114.98 LF 8" PVC @ 0.50% SSMH B4-2 STA ??? RIM 4956.7± INV. IN 4947.02 (NW) INV. OUT 4946.82 (E) 112.12 LF 8" PVC @ 0.50% SSMH B4-3 STA 13+30.10 RIM 4956.0± INV. IN 4947.78 (N) INV. OUT 4947.58 (SE) 52.17 LF 8" PVC @ 0.50% SSMH B4-4 STA 13+82.27 RIM 4955.7± INV. IN 4948.24 (N) INV. OUT 4948.04 (S) 336.70 LF 8" PVC @ 0.50% SSMH B4-5 STA 17+18.97 RIM 4956.7± INV. IN 4950.13 (N) INV. OUT 4949.93 (S) 4955.28 4955.08 4954.87 4954.48 4954.22 4953.96 4953.49 4953.43 4953.34 4953.04 4953.13 4953.27 4953.66 4953.85 4954.10 4954.61 4954.91 4955.25 4955.98 4956.37 4956.74 4957.54 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS8 PLAN & PROFILE SANITARY SEWER LINES B4 C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE B4 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD NORTH 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS8 SS9 LINE MATCH STA 17+50 MATCH LINE SS9 STA 17+50 E: 206545.92 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN 10' MIN 9' UTIL EASEMENT NEW VINE DRIVE MERGANSER SHEARWATER DRIVE MUSCOVY DRIVE LOT 6 LOT 7 LOT 8 BLOCK 2 TRACT B BLOCK 3 LOT 6 LOT 7 LOT 9 LOT 5 LOT 4 LOT 10 4935 4940 4945 4950 4955 4960 4965 4970 4935 4940 4945 4950 4955 4960 4965 4970 13+00 12+00 11+00 10+00 9+50 SSMH B2 STA 10+00.00 RIM 4958.6± INV. IN 4942.69 (N) INV. IN 4942.69 (W) INV. OUT 4942.49 (S) 114.59 LF 8" PVC @ 0.50% SSMH B2-1 STA 11+14.59 RIM 4956.3± INV. IN 4943.47 (W) INV. OUT 4943.27 (E) 135.51 LF 8" PVC @ 0.50% SSMH B2-2 STA 12+50.10 RIM 4953.8± INV. OUT 4944.14 (E) 4958.02 4957.55 4957.08 4956.13 4955.65 4955.18 4954.23 4953.75 4935 4940 4945 4950 4955 4960 4965 4970 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 SSMH B3 STA 10+00.00 RIM 4956.1± INV. IN 4944.57 (N) INV. IN 4944.57 (E) INV. OUT 4944.37 (S) 141.50 LF 8" PVC @ 0.50% SSMH B3-1 STA 11+41.50 RIM 4958.0± INV. OUT 4945.28 (W) 4956.33 4956.68 4957.04 4957.81 4945 4950 4955 4960 4965 4970 4975 4980 4945 4950 4955 4960 4965 4970 4975 4980 9+50 10+00 11+00 12+00 SSMH B8 STA 10+00.00 RIM 4965.5± INV. IN 4950.14 (NW) INV. IN 4950.14 (SE) INV. OUT 4949.94 (SW) 178.29 LF 8" PVC @ 2.00% SSMH B8-1 STA 11+78.29 RIM 4967.7± INV. OUT 4953.70 (NW) 4965.79 4966.13 4966.47 4967.01 4967.31 4967.64 ELEC ELEC � GAS T VAULT ELEC UD UD UD UD UD UD W W W W S S S S S SSMH B3-1 STA 11+41.50 N: 135436.36 E: 206936.86 141.50 LF 8" PVC @ 0.50% SSMH B3 STA 10+00.00 N: 135437.10 E: 206795.37 9' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 15' UTIL EASEMENT 10' MIN MERGANSER NEW VINE DRIVE BLOCK 2 LOT 1 LOT 2 LOT 3 BLOCK 6 TRACT Q LOT 1 LOT 4 S S W W S S W W S W W S W S W S W S W S W SSMH B8-1 STA 11+78.29 N: 136238.20 E: 207045.37 178.29 LF 8" PVC @ 2.00% SSMH B8 STA 10+00.00 N: 136328.82 E: 206891.82 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT MERGANSER ROSYBILL DRIVE GOSLYN DR LOT 3 LOT 4 LOT 7 LOT 5 BLOCK 9 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 BLOCK 10 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS7 PLAN & PROFILE SANITARY SEWER LINES B2, B3 & B8 C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE B2 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD SANITARY SEWER LINE B3 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE B8 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH NORTH NORTH KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE B2 SS7 B3 B4 W W S S W W S W S W S W S W S W �� 2� �.�. �.�. �.�. �2� �2� �� OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W 138.83 LF 8" PVC @ 0.50% SSMH B7 STA 22+28.80 N: 136244.28 E: 206837.91 100.27 LF 8" PVC @ 0.50% SSMH B8 STA 23+29.06 N: 136328.82 E: 206891.82 223.65 LF 8" PVC @ 0.50% SSMH B9 STA 25+52.72 N: 136449.07 E: 206703.24 223.65 LF 8" PVC @ 0.50% SSMH B10 STA 27+76.37 N: 136569.32 E: 206514.67 99.36 LF 8" PVC @ 0.50% SSMH B11 STA 28+75.73 N: 136569.84 E: 206415.31 9' UTIL EASEMENT 10' MIN 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT LOT 21 MERGANSER MANDARIN DRIVE LOT 20 LOT 9 LOT 10 BLOCK 8 LOT 11 LOT 12 LOT 13 LOT 15 LOT 14 LOT 17 LOT 16 LOT 18 LOT 19 LOT 5 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 BLOCK 9 LOT 18 LOT 19 LOT 20 BLOCK 7 LOT 21 LOT 22 TRACT K ROSYBILL DRIVE 20' WATERLINE EASEMENT EAST LARIMER COUNTY WATER DISTRICT BOOK 1873, PAGE 126 20' ELCO EASEMENT & RIGHT-OF-WAY LOT 8 6' UTIL EASEMENT 6' UTIL EASEMENT No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS6 PLAN & PROFILE SANITARY SEWER LINE B C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE B PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD NORTH 145° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS6 SS5 MATCH LINE STA 21+00 LINE MATCH STA 21+00 S S S S S S S S S W W S S S W W S W W S S W S W S W S W S W S W � � VAULT ELEC �� ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC SS SS SS SS � � � W W W W W W �� SS SS SS Existing SSMH PDI 0790 10+00.00 N: 134869.48 E: 206803.63 SSMH B2 STA 10+80.62 N: 135101.76 E: 206794.09 335.34 LF 8" PVC @ 0.50% SSMH B3 STA 14+15.96 N: 135437.10 E: 206795.37 152.15 LF 8" PVC @ 0.50% SSMH B4 STA 15+68.11 N: 135589.25 E: 206796.12 292.16 LF 8" PVC @ 0.50% SSMH B5 STA 18+60.28 N: 135881.41 E: 206797.56 229.69 LF 8" PVC @ 0.50% SSMH B6 STA 20+89.96 N: 136111.09 E: 206798.70 138.83 LF 8" PVC @ 0.50% 9' UTIL EASEMENT 10' MIN 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 15' UTIL EASEMENT 15' UTIL EASEMENT 15' UTIL EASEMENT 6' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 6' UTIL EASEMENT 10' MIN 10' MIN Existing SSMH PDI 0800 STA 10+00.00 N: 135023.97 E: 206815.26 LOT 3 LOT 11 LOT 10 LOT 4 LOT 5 LOT 9 LOT 8 LOT 6 LOT 7 LOT 7 LOT 8 LOT 9 BLOCK 2 BLOCK 3 LOT 1 LOT 2 LOT 3 TRACT Q BLOCK 6 BLOCK 7 LOT 3 LOT 2 LOT 1 LOT 28 LOT 1 LOT 27 LOT 4 LOT 5 LOT 2 LOT 26 LOT 3 TRACT G LOT 25 LOT 6 LOT 7 LOT 4 LOT 24 LOT 5 LOT 23 LOT 22 LOT 6 LOT 7 LOT 3 LOT 1 LOT 2 LOT 9 LOT 8 LOT 7 LOT 4 MERGANSER MERGANSER NEW VINE DRIVE BLOCK 10 MERGANSER GARGANEY DRIVE MANDARIN DRIVE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS5 PLAN & PROFILE SANITARY SEWER LINE B C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE B PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS6 SS5 LINE MATCH STA 21+00 MATCH LINE SS6 STA 21+00 NEW VINE DRIVE SHEARWATER DRIVE 4935 4940 4945 4950 4955 4960 4965 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 W W W W W W W W W S S S S S S S S S S W W S X X X X X X X X W G G G G G G 6' UTIL EASEMENT 10' MIN 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 20' UTILITY EASEMENT 10' MIN SSMH A4 STA 10+00.00 N: 134740.41 E: 205548.10 SSMH A4-1 STA 11+87.08 N: 134927.48 E: 205550.48 187.08 LF 10" PVC @ 0.50% 10' MIN 9' UTIL EASEMENT LOT 1 LOT 2 BLOCK 1 LOT 3 LOT 4 LOT 5 LOT 18 LOT 19 BLOCK 5 ALEUTIAN DRIVE OUZEL DRIVE SHEARWATER DRIVE LOT 17 LOT 16 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 12+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS4 PLAN & PROFILE SANITARY SEWER LINES A1-1N & A4 C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE A1-1N PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD SANITARY SEWER LINE A4 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH NORTH 90° KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS4 S S W W S W W W W W W W W W W S S S S S S S S S S 6' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN SSMH A1-4N STA 19+76.16 N: 134963.02 E: 205586.88 SSMH A1-2N STA 15+96.68 N: 134980.13 E: 205965.70 SSMH A1-1N STA 13+48.84 N: 135021.90 E: 206209.99 SSMH A1 STA 10+00.00 N: 134673.08 E: 206205.55 247.84 LF 8" PVC @ 0.50% 348.84 LF 8" PVC @ 0.50% 119.79 LF 8" PVC @ 0.50% SSMH A1-3N STA 18+56.36 N: 134961.68 E: 205706.67 259.68 LF 8" PVC @ 0.50% 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 6' UTIL EASEMENT 20' UTILITY EASEMENT 10' MIN 10' MIN ALEUTIAN DRIVE TRACT E OUZEL DRIVE SHEARWATER DRIVE ALEUTIAN DRIVE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 27 LOT 26 LOT 25 LOT 24 LOT 20 LOT 21 LOT 22 LOT 23 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 28 BLOCK 5 TRACT A CAPE TEAL DR. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS3 PLAN & PROFILE SANITARY SEWER LINES A1N C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE A1N PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS2 SS3 E: 206327.79 130.43 LF 8" PVC @ 0.50% 143.17 LF 8" PVC @ 0.50% 122.25 LF 8" PVC @ 0.50% 147.34 LF 8" PVC @ 0.50% SSMH A1 STA 10+00.00 N: 134673.08 E: 206205.55 9' UTIL EASEMENT 6' UTIL EASEMENT 6' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT TRACT E MUSCOVY DRIVE LOT 27 LOT 8 LOT 7 LOT 28 LOT 29 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 BLOCK 5 BLOCK 4 TRACT C ALEUTIAN DRIVE W W W W S W W S S S S S W W W S W S S S S S S S W W W W W W W W W W S S S S S S � � �� VAULT ELEC �� SS SS SS SS SS SS SS SS SS W W W W W W W W W SSMH A1-1.1E STA 11+80.60 N: 134629.37 E: 206652.98 180.60 LF 8" PVC @ 0.50% SSMH A1-2E STA 10+00.00 STA 12+69.59 LINE A1E N: 134651.67 E: 206473.76 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT MUSCOVY DRIVE MERGANSER LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 BLOCK 3 TRACT D BLOCK 4 ALEUTIAN DRIVE ALEUTIAN DRIVE 4935 4940 4945 4950 4955 4960 4965 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS2 PLAN & PROFILE SANITARY SEWER LINES A1E & A1-1E C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE A1E PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD SANITARY SEWER LINE A1-1E PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS2 SS3 X X X X G G G W W W W W W S S S W W S W W W W W W S S S S S S SSMH A4 STA 19+76.02 N: 134740.41 E: 205548.10 SSMH A2 STA 15+90.71 N: 134676.80 E: 205872.65 SSMH A3 STA 19+16.04 N: 134680.44 E: 205547.34 SSMH A5 STA 21+00.00 N: 134741.99 E: 205424.13 332.92 LF 12" PVC @ 0.25% 325.33 LF 12" PVC @ 0.25% 59.98 LF 12" PVC @ 0.25% 123.98 LF 12" PVC @ 0.25% 10' MIN 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 6' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 9' UTIL EASEMENT 10' MIN ALEUTIAN DRIVE OUZEL DRIVE LOT 17 LOT 20 LOT 19 LOT 18 LOT 14 LOT 15 LOT 16 LOT 23 LOT 22 LOT 21 LOT 12 LOT 13 LOT 11 LOT 25 LOT 24 LOT 10 TRACT C TRACT A LOT 1 LOT 2 LOT 3 PRIVATE ACCESS FOR UTILITY EASEMENT 4930 4935 4940 4945 4950 4955 4960 4965 4930 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. 18" MIN. CLEARANCE 18" MIN. CLEARANCE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 2/19/14 PROJECT: 889-001 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 2/19/14 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS1 PLAN & PROFILE SANITARY SEWER LINE A C. Snowdon C. Bowen 1"=50' SANITARY SEWER LINE A PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED STORM INLET ST � PROPOSED UNDERDRAIN LINE UD 90° 180° LINE MATCH STA 14+00 LINE MATCH STA 14+00 KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE SS1 W W W W W W W S S S S S S S S S ST ST ST ST ST � VAULT CABLE � � � �� VAULT ELEC �.�. �� VAULT ELEC �� .�. ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS � � � W W W W W W W W W W W W W W W �� SS SS SS SANITARY LINE A SANITARY LINE A1E SANITARY LINE A1N SANITARY LINE A1E SANITARY LINE A1-1E Existing SSMH PDI 0790 Existing SSMH PDI 0780 SSMH B2-1 Existing SSMH PDI 0770 SSMH B2-2 SSMH A1-1.1E SSMH A1-1.1N Existing SSMH PDI 0760 SSMH A1-4E SSMH A1-3E SSMH A1-2E TIE INTO EXISTING Existing SSMH PDI 0750 SSMH A1-1N SSMH A1 SSMH A1-1E SANITARY LINE B SANITARY LINE B2 SANITARY LINE B2 SANITARY LINE A1-1N MERGANSER "NEW VINE" DRIVE CAPE TEAL DRIVE SHEARWATER DRIVE MUSCOVY DRIVE MERGANSER BLOCK 5 BLOCK 2 TRACT E SHEARWATER DRIVE BLOCK 3 BLOCK 3 BLOCK 2 BLOCK 4 TRACT D TRACT B ALEUTIAN DRIVE LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 27 LOT 8 LOT 7 LOT 6 LOT 29 LOT 28 LOT 1 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 TRACT J Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH U6 UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST SS LEGEND: ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. OHE OHE X � � GENERAL NOTES: KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE U1 U2 U3 U6 U5 U4 MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U3 MATCHLINE-SEE SHEET U5 ELEC � GAS T VAULT ELEC VAULT C ELEC SS SS SS � � � W W W W W � �� SS SS SS SANITARY LINE B SANITARY LINE B5 SSMH B5-3 Existing SSMH PDI 0790 SSMH B4 SSMH B5-1 SSMH B5 SSMH B3 SANITARY LINE B5 SANITARY LINE B SANITARY LINE B2 SSMH B5-2 SANITARY LINE B3 SSMH B3-1 "NEW VINE" DRIVE MERGANSER GARGANEY DRIVE MERGANSER GARGANEY DRIVE GARGANEY DRIVE BLOCK 6 TRACT H BLOCK 2 LOT 1 LOT 6 LOT 5 LOT 4 LOT 1 MERGANSER TRACT Q TRACT J LOT 2 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH U5 UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST SS LEGEND: ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. OHE OHE X � � GENERAL NOTES: KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE U1 U2 U3 U6 U5 U4 MATCHLINE-SEE SHEET U6 MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U4 S W S W W S S W W S S W W S S W W S S W S W W S S W W S S W S W S W S W S W S W S W S W S W S W S S W W �2� �� ELEC ELEC X X X X X X X X X OHE OHE OHE OHE SANITARY LINE B SANITARY LINE B SANITARY LINE B SANITARY LINE B5-1 SANITARY LINE B5 SANITARY LINE B5 SSMH B5-1.5 SSMH B5-4 SSMH B8 SSMH B5-1.2 SSMH B5-1.3 SSMH B5-3 SSMH B7 SSMH B5-1.1 SSMH B6 SSMH B5-1 SSMH B5 SANITARY LINE B5-1 SANITARY LINE B5 SSMH B5-2 SSMH B5-1.4 SSMH B8-1 BLOCK 9 BLOCK 10 MERGANSER TIMBERLINE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOTER DRIVE GARGANEY DRIVE MERGANSER GARGANEY DRIVE GARGANEY DRIVE BLOCK 11 BLOCK 9 BLOCK 9 BLOCK 11 BLOCK 6 TRACT K TRACT H LOT 4 LOT 3 LOT 2 LOT 6 LOT 5 LOT 4 SANITARY LINE B8 LOT 7 LOT 8 LOT 9 LOT 10 LOT 19 LOT 18 LOT 20 LOT 11 LOT 12 LOT 14 LOT 13 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 12 LOT 11 LOT 10 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 7 LOT 8 LOT 9 LOT 5 MERGANSER TRACT Q TRACT P LOT 1 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH U4 UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST SS LEGEND: ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. OHE OHE X � � GENERAL NOTES: KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE U1 U2 U3 U6 U5 U4 MATCHLINE-SEE SHEET U5 MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U1 �� GAS SS SS SS ST X X X X X X X X X X X X X X X X X X X OHE OHE OHE W W W W W W W W W G G G G G G G G G G G G G G W W W W W W W W W W W W W W W SANITARY LINE A STORM LINE B SANITARY LINE A SANITARY LINE A1N SANITARY LINE A1E SSMH A1-3N SSMH A3 SSMH A1-4N SSMH A4 SSMH A4-1 SSMH A1-2N TIE INTO EXISTING Existing SSMH PDI 0750 SSMH A1-1N SSMH A1-1E SSMH A2 SSMH A1 SSMH A5 STORM SEWER LINE A STORM SEWER LINE B STORM SEWER LINE C STORM SEWER LINE B SANITARY LINE A SANITARY LINE A4-1 SANITARY LINE A1N SANITARY LINE A1-1N "NEW VINE" DRIVE CAPE TEAL DRIVE SHEARWATER DRIVE OUZEL DRIVE ALEUTIAN DRIVE BLOCK 5 BLOCK 1 TRACT A BLOCK 5 BLOCK 1 BLOCK 2 TRACT E OUZEL DRIVE LOT 3 LOT 2 LOT 4 LOT 17 LOT 5 LOT 6 LOT 19 LOT 16 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 8 LOT 10 LOT 9 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 7 LOT 6 LOT 29 LOT 28 LOT 1 LOT 17 LOT 16 LOT 15 LOT 14 LOT 10 LOT 11 LOT 12 LOT 13 LOT 8 LOT 9 TRACT C LOT 7 LOT 8 TRACT A Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH U3 UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST SS LEGEND: ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. OHE OHE X � � GENERAL NOTES: KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE U1 U2 U3 U6 U5 U4 MATCHLINE-SEE SHEET U6 MATCHLINE-SEE SHEET U2 W W W S S S S S W W W W W S S S W W S S W S W S W S W S W S W �.�. ELEC ELEC � GAS T VAULT ELEC SANITARY LINE B SANITARY LINE B4 SANITARY LINE B4 SANITARY LINE B SANITARY LINE B SSMH B6 SSMH B4 SSMH B2-1 SSMH B4-1 SSMH B5 SSMH B3 SSMH B4-2 SSMH B4-6 SSMH B4-5 SSMH B4-3 SSMH B4-4 SSMH B2-2 SANITARY LINE B5 SANITARY LINE B2 STORM SEWER LINE A SANITARY LINE B3 SSMH B3-1 BLOCK 8 BLOCK 10 MERGANSER "NEW VINE" DRIVE MANDARIN DRIVE CAPE TEAL DRIVE MERGANSER GARGANEY DRIVE BLOCK 8 BLOCK 1 BLOCK 2 BLOCK 6 BLOCK 2 TRACT B LOT 13 LOT 12 LOT 11 LOT 10 TRACT F LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 28 LOT 1 LOT 27 LOT 2 LOT 26 LOT 3 LOT 25 TRACT G LOT 4 LOT 24 LOT 5 LOT 23 LOT 6 LOT 22 LOT 21 LOT 7 LOT 4 LOT 3 LOT 2 LOT 6 LOT 5 LOT 4 LOT 1 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 MERGANSER TRACT I TRACT L TRACT A TRACT Q LOT 8 LOT 2 LOT 9 LOT 1 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH U2 UTILITY PLAN ST SS LEGEND: ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. OHE OHE X � � GENERAL NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE U1 U2 U3 U6 U5 U4 MATCHLINE-SEE SHEET U6 MATCHLINE-SEE SHEET U5 MATCHLINE-SEE SHEET U4 MATCHLINE-SEE SHEET U3 MATCHLINE-SEE SHEET U1 W W W S S W W S S W W S W S W S W S W S W S W S W S S W W �� 2� �.�. �.�. �.�. �2� �2� �� OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SANITARY LINE B4 SANITARY LINE B4 SANITARY LINE B SANITARY LINE B SANITARY LINE B SANITARY LINE B SSMH B4-10 SSMH B4-9 SSMH B9 SSMH B8 SSMH B10 SSMH B11 SSMH B7 SSMH B4-8 SSMH B6 SSMH B4-7 SSMH B4-6 SSMH B4-5 BLOCK 9 BLOCK 8 BLOCK 8 BLOCK 10 BLOCK 7 MERGANSER DARIN DRIVE ROSYBILL DRIVE MANDARIN DRIVE MERGANSER MANDARIN DRIVE LOT 13 LOT 12 LOT 11 LOT 5 LOT 23 LOT 6 LOT 22 LOT 21 LOT 7 LOT 4 LOT 3 LOT 2 LOT 7 LOT 8 LOT 9 LOT 10 LOT 19 LOT 18 LOT 20 LOT 17 LOT 16 LOT 11 LOT 5 TRACT M TRACT N TRACT K LOT 15 LOT 14 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 13 Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH U1 UTILITY PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST SS LEGEND: ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. OHE OHE X � � GENERAL NOTES: KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE U1 U2 U3 U6 U5 U4 MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U4 ELEC �� .�. ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC SS SS SS SS SS SS X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE � � � W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W � �� 2� �� 2� �� SS W W W W W W W W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 8 LOT 7 LOT 6 LOT 17 LOT 16 LOT 14 LOT 13 LOT 12 LOT 10 LOT 9 LOT 18 LOT 19 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 TRACT E LOT 5 LOT 4 LOT 13 LOT 12 LOT 10 LOT 9 LOT 5 LOT 4 LOT 6 LOT 3 TRACT D LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 TRACT F LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 22 TRACT K LOT 1 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 1 LOT 2 TRACT G LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 26 LOT 27 LOT 28 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 7 LOT 8 LOT 9 LOT 10 LOT 12 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 BLOCK 10 BLOCK 11 BLOCK 11 BLOCK 9 BLOCK 9 BLOCK 8 BLOCK 8 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 6 BLOCK 8 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 1 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 3 LOT 22 LOT 2 LOT 3 LOT 20 LOT 21 LOT 22 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11 LOT 16 LOT 15 LOT 14 LOT 13 LOT 3 LOT 25 LOT 2 LOT 7 LOT 6 LOT 2 LOT 1 LOT 11 "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE MERGANSER "NEW VINE" DRIVE TIMBERLINE TIMBERLINE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOTER DRIVE MANDARIN DRIVE ROSYBILL DRIVE CAPE TEAL DRIVE SHEARWATER DRIVE SHEARWATER DRIVE MUSCOVY DRIVE OUZEL DRIVE ALEUTIAN DRIVE GARGANEY DRIVE LOT 20 LOT 15 LOT 8 LOT 7 LOT 2 LOT 1 TRACT O TRACT K TRACT P TRACT Q TRACT I TRACT L TRACT M TRACT N TRACT A TRACT B TRACT C TRACT A TRACT J TRACT H Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE NORTH OU1 UTILITY PLAN OVERALL CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R OU1 ST SS LEGEND: ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. OHE OHE X � � GENERAL NOTES: SS SS SS SS SS SS SS SS SS SS �� X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE � � � W W W W W W W W W W W W W W W W W W W W W W �� SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE6 DEMOLITION PLAN NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE DE4 DE5 DE1 DE2 DE3 DE6 MATCHLINE-SEE SHEET DE3 MATCHLINE-SEE SHEET DE2 MATCHLINE-SEE SHEET DE5 MATCHLINE-SEE SHEET DE2 LEGEND: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X G SS ST W MATCHLINE-SEE SHEET DE4 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R W W W W W W W W W � �� SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE5 DEMOLITION PLAN NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE DE4 DE5 DE1 DE2 DE3 DE6 MATCHLINE-SEE SHEET DE6 MATCHLINE-SEE SHEET DE4 MATCHLINE-SEE SHEET DE2 LEGEND: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X G SS ST W MATCHLINE-SEE SHEET DE4 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE DE4 DE5 DE1 DE2 DE3 DE6 MATCHLINE-SEE SHEET DE5 MATCHLINE-SEE SHEET DE2 MATCHLINE-SEE SHEET DE1 LEGEND: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X G SS ST W MATCHLINE-SEE SHEET DE4 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE3 DEMOLITION PLAN NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE DE4 DE5 DE1 DE2 DE3 DE6 MATCHLINE-SEE SHEET DE2 LEGEND: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X G SS ST W MATCHLINE-SEE SHEET DE4 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE2 DEMOLITION PLAN NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE DE4 DE5 DE1 DE2 DE3 DE6 MATCHLINE-SEE SHEET DE3 MATCHLINE-SEE SHEET DE4 MATCHLINE-SEE SHEET DE1 MATCHLINE-SEE SHEET DE6 LEGEND: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X G SS ST W MATCHLINE-SEE SHEET DE4 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE DE4 DE5 DE1 DE2 DE3 DE6 MATCHLINE-SEE SHEET DE2 LEGEND: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X G SS ST W MATCHLINE-SEE SHEET DE4 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ELEC VAULT C ELEC SS SS SS SS SS SS SS SS SS SS SS SS 8' CHAINLINK FENCE �� X X X X X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE � � � W W W W W W W W W W W G G G G G G G G G G G G W W W W W W W W W W W �� 2� �� 2� �� SS W W W W W W W W W W W W W W W W W W W W HEADGATE NO. 10 LATERAL WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) PERMANENT WATER SURFACE OLD VINE DRIVE TIMBERLINE ROAD MERGANSER BULL RUN APARTMENTS EX2 EXISTING CONDITIONS PLAN LEGEND: NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE EX1 EX2 ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LARIMER & WELD CANAL DITCH ROAD HEADGATE NO. 10 LATERAL WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) TIMBERLINE ROAD EX1 EXISTING CONDITIONS PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NORTH Sheet Of 112 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP VINE DRIVE MERGANSER VINE DRIVE MERGANSER TIMBERLILNE WETLAND AREA ALEUTION DRIVE OUZEL DRIVE MUSCOVY DRIVE SHEARWATER DRIVE CAPE TEAL DR. MANDARIN DRIVE GARGANEY DRIVE ROSYBILL DRIVE ROSYBILL DRIVE GOSLYN DRIVE BLACK SCOOTER DRIVE VINE DRIVE VINE DRIVE TIMBERLILNE EX1 EX2 ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. OHE OHE X G SS ST W the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage and Erosion Control Report for Waterfield Third Filing dated February 18, 2014 by Northern Engineering Services, 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's 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: City of Fort Collins benchmark 92-1 Located along East Vine Dr. at the Pleasant Valley and Lake Canal, on a bridge on the top of the northwest headwall. Elevation = 4943.13 (NGVD 1929 Datum Unadjusted) City of Fort Collins benchmark 92-3 Located along Timberline Rd. at Larimer-Weld irrigation ditch on the south end of the east parapet wall. Elevation = 4985.68 (NGVD 1929 Datum Unadjusted) 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage and Erosion Control Report for Waterfield Third Filing dated February 18, 2014 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. BOXELDER GENERAL NOTES 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe –All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main design 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 mildouble 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. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER Northern Engineering Services, Inc. Bud Curtiss, PE 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 PLANNER/LANDSCAPE ARCHITECT VICINITY MAP NORTH SITE ENGINEER/ SURVEYOR Project Benchmarks: 92-1 - Located along East Vine Dr. at the Pleasant Valley and Lake Canal, on a bridge on the top of the northwest headwall. Elevation = 4943.13 (NGVD 1929 Datum Unadjusted) 92-3 - Located along Timberline Rd. at Larimer-Weld irrigation ditch on the south end of the east parapet wall. Elevation = 4985.68 (NGVD 1929 Datum Unadjusted) Basis of Bearings The Basis of Bearings is the South line of the Southwest Quarter of Section 5 as bearing South 88°53'23" East (assumed bearing). PROJECT BENCHMARKS: SHEET INDEX COVER SHEET EXISTING CONDITIONS & DEMOLITION UTILITY SHEETS OU1 OVERALL UTILITY PLAN GENERAL & CONSTRUCTION NOTES CS1 CS2 EX1-EX2 EXISTING CONDITIONS PLAN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ROADWAY SHEETS ELCO Water District--------------------------------------------------------------------- (970) 493-1801 Boxelder Sanitation District------------------------------------------------------------ (970) 498-0604 Century Link------------------------------------------------------------------------------- (970) 377-6406 Xcel Energy-------------------------------------------------------------------------------- (970) 225-7869 Xfinity---------------------------------------------------------------------------------------- (970) 567-0245 City of Ft. Collins Utilities - Light & Power------------------------------------------(970) 212-2900 U1-U6 UTILITY PLANS ROADWAY PLAN & PROFILE GOSLYN DRIVE & GARGANEY DRIVE R19-R22 WATERFIELD THIRD FILING ROADWAY PLAN & PROFILE MANDARIN DRIVE R23-R24 ROADWAY PLAN & PROFILE CAPE TEAL DRIVE, OUZEL DRIVE, SHEARWATER DRIVE, & MUSCOVY DRIVE R25-R27 ROADWAY PLAN & PROFILE ALEUTIAN DRIVE R28-R29 DE1-DE6 DEMOLITION PLAN ROADWAY PLAN & PROFILE OLD VINE DRIVE R30-R32 E N G I N E E R I N G � � � � � � �� Northern Engineering Services, Inc NE Project No. 889-003 Date: June 13, 2013 ADDITIONAL FIELD SURVEYS: Northern Engineering Services, Inc Date(s): July 27, 2013 ORIGINAL FIELD SURVEY BY: A.G. Wassenaar Inc. "Geotechnical Site Development Study Waterfield Development Northwest of East Vine Drive and North Timberline Road" Project No. 131041 Date: June 12, 2013 SUBSURFACE EXPLORATION BY: DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: 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 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. 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. A. G. Wassenaar, Inc. Kathleen A. Noonan, PE 2180 South Ivanhoe Street, Suite 5 Denver, Colorado 880222-5710 (303) 756-2920 GEOTECHNICAL ENGINEER UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT ELCO WATER DISTRICT UTILITY PLAN APPROVAL Risheill Homes, LLC Curly Risheill PO Box 400 Castle Rock, CO 80104 (303) 520-6766 OWNER LAKE CANAL NUMBER 10 LATER DITCH DITCH COMPANY ROADWAY PLAN & PROFILE PRIVATE DRIVE R33 R10-R14 ROADWAY PLAN & PROFILE BLACK SCOTER DRIVE & ROSYBILL DRIVE R17-R18 DETAIL SHEETS D1-D3 UTILITY DETAILS R15-R16 ROADWAY PLAN & PROFILE MERGANSER STREET ROADWAY PLAN & PROFILE ULTIMATE TIMBERLINE ROAD SANITARY SEWER LINE A PLAN & PROFILE SS1 SANITARY SEWER LINES A1E & A1-1E PLAN & PROFILE SS2 SANITARY SEWER LINES A1E & A1N PLAN & PROFILE SS3 SANITARY SEWER LINES A1N & A4 PLAN & PROFILE SS4 SANITARY SEWER LINE B PLAN & PROFILE SS5-SS6 SANITARY SEWER LINES B2, B3 & B8 PLAN & PROFILE SS7 SANITARY SEWER LINE B4 PLAN & PROFILE SS8-SS9 SANITARY SEWER LINE B5 PLAN & PROFILE SS10 SANITARY SEWER LINE B5-1 PLAN & PROFILE SS11 STORM SEWER LINES A & C PLAN & PROFILE ST1 STORM SEWER LINES B & B3 PLAN & PROFILE ST2 ROADWAY CROSS SECTION SHEETS X1-X3 NEW VINE DRIVE CROSS-SECTIONS X4-X5 OLD VINE DRIVE CROSS-SECTIONS X6 TIMBERLINE ROAD CROSS-SECTIONS X7 MERGANSER STREET CROSS-SECTIONS DRAINAGE SHEETS OD1 OVERALL DRAINAGE PLAN D4-D7 DRAINAGE DETAILS D8-D11 SITE DETAILS GRADING SHEETS D12 GRADING DETAILS OG1 OVERALL GRADING PLAN G1-G6 GRADING PLANS EROSION CONTROL SHEETS EC1-EC3 EROSION CONTROL PLAN UNDERDRAIN LINE A PLAN & PROFILE UD1-UD2 INT1-INT4 INTERSECTION DETAILS SG1 SIGNAGE PLAN SG2 STRIPING PLAN "NEW VINE" DRIVE TURN LANE SG3 STRIPING PLAN INTERIM TIMBERLINE ROAD R1-R9 ROADWAY PLAN & PROFILE "NEW VINE" DRIVE 12" WATER MAIN A PLAN & PROFILE W1-W2 14" WATER MAIN B PLAN & PROFILE W3 ROADWAY PLAN & PROFILE INTERIM TIMBERLINE ROAD R10-R11 X8 BLACK SCOTER DRIVE & GOSLYN DRIVE CROSS-SECTIONS IRRIGATION LINE A & A3 PLAN & PROFILE IR1-IR3 UNDERDRAIN LINE B PLAN & PROFILE UD3-UD4 STORM SEWER LINES C & D PLAN & PROFILE ST3 LARIMER AND WELD IRRIGATION DITCH COMPANY