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Home My WebLink AboutWATERFIELD THIRD FILING - PDP - PDP130037 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSMAJOR COLLECT STREET OLD VINE DRIVE 66' ROW 20' -{} 20' {}- 9' UTILITY EASEMENT 40' {}-{} 2% MIN. (4% MAX.) 44.0' -{} 107' {}-{} 44.0' {}- 4:1 MAX 4:1 MAX 7' WALK 10' PKWY. 19.0' MEDIAN 4:1 MAX 4:1 MAX 10' 7' PKWY. WALK 2% MIN. (4% MAX.) 6-LANE ARTERIAL TIMBERLINE ROAD 141' ROW 8' BIKE LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 8' BIKE LANE 15' UTIL. EASEMENT 15' UTIL. EASEMENT 83' 19.{0' }MEDIAN -{} 32.0' {}- 4:1 MAX 4:1 MAX 10' PKWY. 2% MIN. (4% MAX.) 4-LANE ARTERIAL NEW VINE DRIVE 115' ROW 12' TRAVEL LANE 12' TRAVEL LANE 8' BIKE LANE 15' UTIL. 32.0' {}-EASEMENT 4:1 MAX 4:1 MAX 6' WALK 10' PKWY. 12' TRAVEL LANE 12' TRAVEL LANE 8' BIKE LANE 4:1 MAX 4:1 MAX 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 5' WALK8' PKWY. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 C. Snowdon C. Bowen N/A A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. The Developer is specifically cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon as being exact or complete. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.. 3. No work may commence within any improved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority, (City of Fort Collins, County of Larimer or State of 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. 4. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies. The Developer shall notify the City of Fort Collins Engineer 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 �2� WV WV �.�. WV WV �2� �.�. �� .�. �.�. �2� �2� WV �2� WV H2O �� GAS � � � � WV WV WVWVWV WV WV �.�. � � �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 WV VAULT CABLE �� WV WV � VAULT CABLE � � � �� VAULT ELEC �.�. ELEC ELEC �.�. �.�. ELEC BRKR ELEC ELEC � �2� � � � � GAS VAULT ELEC �.�. WV VAULT ELEC WV VAULT ELEC WV WV WV WV �.�. WV WV �2� WV WV �.�. ELEC ELEC � GAS T WV �2� �.�. �� .�. �.�. �2� WV �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) 75' 20' WATERLINE EASEMENT EAST LARIMER COUNTY WATER DISTRICT BOOK 1873, PAGE 126 25' RIGHT-OF-WAY LARIMER AND WELD COUNTY CANAL BOOK 1503, PAGE 676 40' EAST LARIMER COUNTY WATER DISTRICT RIGHT OF WAY EASEMENT REC. NO. 20080072495 20' CITY OF FORT COLLINS WATER MAIN EASEMENT RECEPTION NO. 85054353 20' ELCO EASEMENT & RIGHT-OF-WAY / / / / / / / / / / / / / / � �2� WV � �.�. WV WV �2� WV �.WV �. 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) 20' SUBDRAIN EASEMENT REC. NO. 2000049500 TO BE VACATED 20' SUBDRAIN EASEMENT REC. NO. 2000049500 TO BE VACATED / / / / / / / / / / / / / / / / / VAULT CABLE �� WV WV � 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 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 W W W W W W �2� WV WV �.�. WV �� .�. 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 20' SUBDRAIN EASEMENT REC. NO. 2000049500 TO BE VACATED / / / / / / / HEADGATE NO. 10 LATERAL / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE4 DEMOLITION PLAN C. Snowdon C. Bowen 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 No. Revisions: By: Date: REVIEWED BY: R. Curtiss WV VAULT ELEC �.�. ELEC ELEC �.�. �.�. ELEC BRKR ELEC ELEC � �2� � �2� WV �.WV �. ELEC ELEC � GAS T VAULT ELEC 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 W W W W W � GAS GAS �� WV WV WV � � SS SS SS / / / / / / / / / / / / / / / / / / / / ST ST ST ST � VAULT CABLE � � � �� 2� � � � � VAULT ELEC �.�. WV VAULT ELEC WV VAULT ELEC WV WV WV WV �.�. WV WV �2� WV �.WV �. 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 �2� WV WV WV WV WV �2� �.�. �.�. �.�. �2� �2� WV VAULT CABLE �� WV WV � VAULT CABLE � � � �� VAULT ELEC �.�. ELEC ELEC �.�. �.�. ELEC BRKR ELEC ELEC � � �2� WV GAS H2O GAS � � � � WV WV WVWVWV WV WV �.�. � � �2� � VAULT ELEC �.�. WV VAULT 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 8 BLOCK 8 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 BLOCK 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 BLOCK 10 BLOCK 10 LOT 2 LOT 3 LOT 4 LOT 5 TRACT K WV �2� �.�. �� .�. �.�. UD UD UD UD UD UD UD UD UD UD UD UD UD BLOCK 1 BLOCK 2 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 BLOCK 2 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 BLOCK 7 BLOCK 7 BLOCK 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 8 BLOCK 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 BLOCK 10 BLOCK 10 LOT 1 LOT 2 LOT 3 LOT 4 OUTLOT A LOT 1 BLOCK 1 BLOCK 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 BLOCK 2 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 5 BLOCK 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 TRACT C TRACT A TRACT E VAULT CABLE �� WV WV � GAS SS SS SS ST 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 BLOCK 6 LOT 4 LOT 5 LOT 6 LOT 7 LOT 18 LOT 19 LOT 20 BLOCK 9 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 H TRACT K �2� WV WV WV �� .�. ELEC ELEC �.�. X X X X X X X X X OHE OHE OHE OHE OHE UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD BLOCK 2 LOT 1 BLOCK 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 TRACT H TRACT J WV VAULT ELEC �.�. ELEC ELEC �.�. �.�. ELEC BRKR ELEC ELEC � VAULT ELEC WV WV WV �.�. ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE � � � W W � GAS GAS �� WV WV WV � � SS SS SS SANITARY LINE B SANITARY LINE B5 SSMH B5-3 SSMH B2 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 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 27 LOT 28 LOT 29 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 TRACT B TRACT D TRACT E TRACT J ST ST ST ST � VAULT CABLE � � � �� X X X X X X X X X X X X X X X X X � � R R UD UD UD UD UD UD UD UD UD VINE DRIVE MERGANSER VINE DRIVE MERGANSER 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 OUTLOT A OUTLET B TRACT H TRACT I TRACT A TRACT B TRACT D TRACT E TRACT J TRACT K TRACT K TRACT K PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE WV �2� �.�. �� .�. �.�. �2� WV �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 32' 53' {}ROW -{} 53' 32' ROW {}-{} 53' 32' ROW {}-{} 53' 32' ROW {}-{} 53' %%P32' ROW {}-{} 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 8 BLOCK 8 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 UD UD UD UD UD UD UD UD UD UD UD UD UD �.�. ELEC ELEC � GAS T VAULT ELEC 53' 32' ROW {}-{} 53' 32' ROW {}-{} 32' 32' \u+\u+e101-e101-\\u+u+e101 e101 83' 83' \u+e101-\u+\u+e101 e101-32' \u+e101-\u+32' 83' e101 \u+\\u+e101-u+e101-e101 \u+e101 \u+e101 5 3' ROW 115' ROW 115' ROW 115' ROW 53' ROW 53' ROW 53' ROW MERGANSER BLOCK 1 BLOCK 2 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 BLOCK 2 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 BLOCK 7 BLOCK 7 BLOCK 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 8 BLOCK 8 LOT 1 LOT 2 LOT 3 LOT 4 VAULT CABLE �� WV WV � 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 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 W W W W W W 32' \u+e101-\u+e101 32' \u+e101-\u+e101 32' \u+e101-\u+e101 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD �2� WV WV WV �� .�. ELEC ELEC �.�. 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 53' 32' ROW {}-{} 53' %%P32' ROW {}-{} 32' \u+e101-32' \u+e101-\u+e101 \u+e101 32' \u+e101-\u+e101 32' 53' ROW \u+e101-\u+e101 61' ROW 53' ROW 20' ROW 53' ROW 53' ROW MERGANSER BLOCK 6 LOT 4 LOT 5 LOT 6 LOT 7 LOT 18 LOT 19 MERGANSER BLOCK 9 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 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD WV VAULT ELEC �.�. ELEC ELEC �.�. �.�. ELEC BRKR ELEC ELEC � VAULT ELEC WV WV WV �.�. ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE � � � W W � GAS GAS �� WV WV WV � � SS SS SS 32' \u+e101-\u+e101 32' \u+e101-\u+e101 50' \u+e101-\u+e101 8 3' \u+e101-\u+e101 76' ROW 115' ROW 53' ROW 53' ROW 61' ROW VINE DRIVE MERGANSER BLOCK 2 LOT 1 BLOCK 6 LOT 1 LOT 2 ST ST ST ST � VAULT CABLE � � � �� VAULT ELEC �.�. WV VAULT ELEC WV WV WV �.�. 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 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 � � � X X X X X X X X X X X X X X X X X � � R R UD UD UD UD UD UD UD UD UD VINE DRIVE MERGANSER VINE DRIVE MERGANSER 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 OUTLOT A OUTLET B TRACT H TRACT I TRACT A TRACT B TRACT D TRACT E TRACT J TRACT K TRACT K TRACT K DETENTION POND EXISTING WETLANDS DETENTION POND SF No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 C. SNOWDON C. Bowen N.A. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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�� . No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 PLAN C. SNOWDON C. Bowen 1" = 150' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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�� . L172 C184 L173 C186 L174 C188 L175 C190 L176 C192 L223 C236 L262 C274 C276 L265 L266 C277 C298 L282 X X X X X X 9.5' SIDEWALK 9.5' SIDEWALK VINE DRIVE STORM DRAIN A 15' UTILITY ESMT 15' UTILITY ESMT STORM DRAIN B 19' {}-{} MEDIAN 115' ROW 83' {}-{} VINE DRIVE 115' ROW 83' {}-{} 19' {}-{} MEDIAN 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: L224 C237 L251 C264 C265 C271 C272 L260 C273 L263 C275 L264 L267 C278 L280 C296 C297 L281 C299 C300 L283 C301 L284 C302 C303 C304 C305 L290 C309 C310 9.5' SIDEWALK 9.5' SIDEWALK 7.5' SIDEWALK VINE DRIVE MERGANSER STREET (SEE SHEETS R#) 15' UTILITY ESMT 15' UTILITY ESMT 19' {}-{} MEDIAN 115' ROW 83' {}-{} 9' UTILITY ESMT 9' UTILITY ESMT 15' UTILITY ESMT 4.5' SIDEWALK 4.5' SIDEWALK 15' UTIL ESMT MERGANSER STREET (SEE SHEETS R12-R13) CAPE TEAL DRIVE (SEE SHEETS R6) 9.5' SIDEWALK 15' UTILITY ESMT 9.5' SIDEWALK 15' UTILITY ESMT 4945 4950 4955 4960 L254 C264 C265 L268 L285 C303 C304 C305 L286 C309 C310 L291 ELEC ELEC � GAS T ELEC 9.5' SIDEWALK 9.5' SIDEWALK 9.5' SIDEWALK VINE DRIVE 15' UTILITY ESMT 15' UTILITY ESMT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 19' {}-{} MEDIAN 115' ROW 83' {}-{} 9' UTILITY ESMT 15' UTIL ESMT 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� L182 C195 L184 C198 L185 L188 C205 L191 C206 L192 L194 C209 L197 C212 L198 C213 L201 C217 L202 C219 L204 C223 L208 C224 L209 C225 C306 �� 9.5' SIDEWALK TIMBERLINE ROAD (SEE SHEETS R7-R11) TIMBERLINE ROAD (SEE SHEETS R7-R11) 15' UTILITY ESMT 15' UTILITY ESMT 115' 83' {}ROW -{} VINE DRIVE VINE DRIVE 9.5' SIDEWALK 19' {}-{} MEDIAN 9.5' SIDEWALK 9.5' SIDEWALK 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss L190 C205 L195 L199 L207 C223 L210 VINE DRIVE VINE DRIVE 115' ROW 83' {}-{} 83' {}-{} 115' ROW 83' {}-{} VINE DRIVE 19' {}-{} MEDIAN 9.5' SIDEWALK 9.5' SIDEWALK 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 200 S�� C�� A��, S�� 010 C204 C210 C214 C222 C226 VINE DRIVE 115' ROW 83' {}-{} 9.5' SIDEWALK 9.5' SIDEWALK 19' {}-{} MEDIAN 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 53+00 54+00 55+00 56+00 56+75 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. C193 L181 C196 L183 L186 C200 C201 L187 C208 141' ROW 107' {}-{} 19' {}-{} MEDIAN 7' SIDEWALK 7' SIDEWALK 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� C194 C197 C199 L186 C202 C207 141' ROW 107' {}-{} 19' {}-{} MEDIAN 7' SIDEWALK TIMBERLINE ROAD 7' SIDEWALK VINE DRIVE 9.5' SIDEWALK 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 25.0%%P' HEIGHT @ CL TRACKS 25.0±' No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� 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 6' SIDEWALK TIMBERLINE ROAD 107' 141' {}ROW -{} 19' {}-{} MEDIAN 7' SIDEWALK 7' SIDEWALK 6' SIDEWALK VINE DRIVE (SEE SHEETS R1-R6) VINE DRIVE (SEE SHEETS R1-R6) 36.35' EXISTING VINE DRIVE EDGE OF ASPHALT 9.5' SIDEWALK No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING TRACT K X C203 L189 L196 C211 C215 L200 C216 C218 L203 C220 L205 C221 L206 L269 C279 L287 C307 C342 TIMBERLINE ROAD 107' 141' {}ROW -{} 19' {}-{} 10' TRAIL 4.5' SIDEWALK 4.5' SIDEWALK 10' TRAIL R25' R5' R25' R9.5' R9.5' GARGANEY DRIVE (SEE SHEETS R#) 35.85' EXISTING VINE DRIVE EDGE OF ASPHALT 9.5' SIDEWALK 10' TRAIL 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 45+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: TIMBERLINE ROAD 107' 141' {}ROW -{} 19' {}-{} MEDIAN 9.5' SIDEWALK 10' TRAIL 4975 4980 4985 4990 4995 5000 4975 4980 4985 4990 4995 5000 45+50 46+00 47+00 48+00 49+00 49+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 ST ST ST ST ST ST � � �� 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 15' UTILITY ESMT 15' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT OLD VINE DRIVE (SEE SHEETS R25-R26) OLD VINE DRIVE (SEE SHEETS R25-R26) ALEUTIAN DRIVE (SEE SHEETS R23-R24) SHEARWATER DRIVE (SEE SHEETS R21-R22) VINE DRIVE (SEE SHEETS R1-R6) VINE DRIVE MERGANSER STREET MERGANSER STREET R20' R20' R20' R20' R20' R20' R 25' R25' R9.5' R9.5' LOT 9 TRACT J LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 1 VINE DRIVE (SEE SHEETS R1-R6) 4.5' SIDEWALK 7.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 9.5' SIDEWALK 7.5' SIDEWALK 9.5' SIDEWALK 76' ROW 50' {}-{} C227 L213 C232 UD UD UD UD UD UD UD 15' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT MANDARIN DRIVE (SEE SHEETS R18-R19) ROSYBILL DRIVE (SEE SHEETS R14-R15) ROSYBILL DRIVE (SEE SHEETS R14-R15) GARGANEY DRIVE (SEE SHEETS R16-R17) 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 LOT 1 LOT 25 LOT 7 LOT 26 LOT 6 LOT 27 LOT 4 LOT 5 LOT 28 LOT 3 LOT 1 LOT 1 LOT 2 VINE DRIVE (SEE SHEETS R1-R6) R9.5' R9.5' 9.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK L272 L319 C336 EETS R28) 53' ROW 32' {}-{} 9' UTILITY ESMT ROSYBILL DRIVE 9' UTILITY ESMT 4.5' SIDEWALK 9' UTILITY ESMT LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 10 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 9+75 10+00 11+00 12+00 13+00 14+00 UD UD L270 C280 L271 C281 C282 C283 C334 L318 C335 C339 C341 L323 L324 9' UTILITY ESMT 9' UTILITY ESMT GARGANEY DRIVE (SEE SHEETS R16-R17) GARGANEY DRIVE (SEE SHEETS R16-R17) ALLEY (SEE SHEETS R28) 53' 32' ROW {}-{} 10' {}-{} MEDIAN 10' {}-{} MEDIAN 9' UTILITY ESMT 8' UTILITY ESMT 8' UTILITY ESMT 9' UTILITY ESMT 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 L253 C284 L273 C285 L274 C286 L275 L276 L293 L298 C317 L299 C318 L300 C319 L310 C327 C328 L311 C329 L312 L314 C336 C337 L320 GOSLYN DRIVE (SEE SHEETS R16) MERGANSER STREET (SEE SHEETS R12-R13) MANDARIN DRIVE (SEE SHEETS R18-R19) MANDARIN DRIVE (SEE SHEETS R18-R19) 53' 32' ROW {}-{} R20' R20' R20' R20' R20' R20' 9' UTILITY ESMT 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK C215 L200 L203 C221 C279 L270 C280 L271 L287 C307 L305 L317 C334 L321 C339 L322 C341 L323 C342 L324 UD UD UD UD UD UD UD UD 25' {}-{} 4.5' SIDEWALK 61.40' 01' {}ROW -{} GARGANEY DRIVE BLACK SCOTER DRIVE (SEE SHEETS R14) 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 10' TRAIL 15' UTILITY ESMT 15' UTILITY ESMT 15' UTILITY ESMT 9' UTILITY ESMT TIMBERLINE ROAD (SEE SHEETS R7-R11) TIMBERLINE ROAD (SEE SHEETS R7-R11) LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 28 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 9+75 10+00 11+00 12+00 13+00 13+50 C284 C323 C325 L309 C326 L252 L288 C308 L297 L305 L306 C323 L307 C324 L308 C325 L309 C326 C331 C332 L315 L316 C333 L317 C338 L321 L322 C340 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD MERGANSER STREET (SEE SHEETS R7-R11) MERGANSER STREET (SEE SHEETS R7-R11) GOSLYN DRIVE (SEE SHEETS R16) MERGANSER STREET (SEE SHEETS R7-R11) MERGANSER STREET (SEE SHEETS R7-R11) 61' 40' ROW {}-{} 10' {}-{} MEDIAN GARGANEY 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 4.5' SIDEWALK 4.5' SIDEWALK 15' UTILITY ESMT 15' UTILITY ESMT 15' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 61' ROW 40' {}-{} 10' {}-{} MEDIAN LOT 6 LOT 1 L251 L279 C295 L280 L289 L290 C314 L296 C315 C322 L304 MANDARIN DRIVE 53' 32' ROW {}-{} MERGANSER STREET (SEE SHEETS R12-R13) MERGANSER STREET (SEE SHEETS R12-R13) 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 6' UTILITY ESMT R20' R20' 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 C174 C182 L274 C286 L275 C287 C288 C289 C290 C291 L276 C292 L277 L292 C311 L293 C312 L294 L300 C319 L301 C320 L302 MANDARIN DRIVE MANDARIN DRIVE ROSYBILL DRIVE (SEE SHEETS R14-R15) 53' 32' ROW {}-{} 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT R20' R20' LOT 15 LOT 11 LOT 16 LOT 17 LOT 12 LOT 18 LOT 19 LOT 13 LOT 1 LOT 20 LOT 21 LOT 22 4955 4960 4965 4970 4975 4980 4985 4990 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 L233 C268 C273 L261 C275 C301 53' 32' ROW {}-{} SHEARWATER DRIVE (SEE SHEETS R20-R21) LOT 17 SHEARWATER DRIVE (SEE SHEETS R20-R21) VINE DRIVE (SEE SHEETS R1-R6) VINE DRIVE (SEE SHEETS R1-R6) 9.5' SIDEWALK 9.5' SIDEWALK 15' UTILITY ESMT 15' UTILITY ESMT R25' R25' R9.5' R9.5' R20' R20' 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 4.5' SIDEWALK L177 C230 L216 C231 L219 C233 L220 C240 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 L233 C249 L234 C250 L239 L244 C258 L245 C268 L257 L261 53' 32' ROW {}-{} LOT 5 LOT 6 LOT 7 LOT 1 LOT 6 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 SHEETS R20) MUSCOVY DRIVE (SEE SHEETS R22) R20' R20' R20' R20' LOT 17 4.5' SIDEWALK 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 26+00 27+00 28+00 28+50 C235 L222 L242 C256 L243 C257 L244 L250 L255 C269 L258 C270 L259 VAULT ELEC 53' 32' ROW {}-{} MERGANSER STREET (SEE SHEETS R12-R13) 4.5' SIDEWALK 7.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT LOT 7 LOT 8 LOT 8 LOT 6 LOT 7 MERGANSER STREET (SEE SHEETS R12-R13) LOT 9 9' UTILITY ESMT 7.5' SIDEWALK 7.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT L214 L230 C246 L231 C247 L232 C248 L237 L239 C253 L240 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 19+00 C229 L215 C230 L219 L228 C244 L229 C245 L230 C246 L231 L236 C251 BLOCK 5 53' 32' ROW {}-{} 4.5' SIDEWALK MUSCOVY DRIVE (SEE SHEETS R20-R22) OUZEL DRIVE (SEE SHEETS R20-R22) OUZEL DRIVE (SEE SHEETS R20-R22) 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 LOT 4 LOT 5 LOT 6 TRACT E 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT STORM DRAIN C SEE SHEET ST3 R20' R20' R2' R2' R2' R2.05' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 19+00 20+00 21+00 22+00 22+50 C227 L213 C228 L214 C246 L231 L237 C252 L238 L240 C254 L241 L246 C260 L247 C261 L248 L249 L256 MUSCOVY DRIVE (SEE SHEETS R20-R22) MERGANSER STREET (SEE SHEETS R12-R13) MERGANSER STREET (SEE SHEETS R12-R13) LOT 6 LOT 5 LOT 1 LOT 2 LOT 14 LOT 13 LOT 12 TRACT D LOT 3 LOT 4 53' 32' ROW {}-{} 4.5' SIDEWALK 7.5' SIDEWALK 7.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 6' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 6' UTILITY ESMT R20' R20' VAULT CABLE �� ST L177 C231 C243 OUZEL DRIVE (SEE SHEETS R20-R21) 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 7.5' SIDEWALK 7.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 7.5' SIDEWALK 66' ROW 40' {}-{} OLD VINE DRIVE TRACT C 9' UTILITY ESMT 7.5' SIDEWALK 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 8+25 9+00 10+00 11+00 12+00 13+00 14+00 15+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� ST ST VAULT CABLE L211 L212 L217 9' UTILITY ESMT 9' UTILITY ESMT 7.5' SIDEWALK 7.5' SIDEWALK OLD VINE DRIVE 66' 40' ROW {}-{} 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 21+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 7.5' SIDEWALK 7.5' SIDEWALK ST ST ST ST ST ST � � VAULT ELEC C232 L218 C267 MERGANSER STREET (SEE SHEETS R7-R11) 9' UTILITY ESMT 7.5' SIDEWALK 7.5' SIDEWALK 7.5' SIDEWALK R20' 7.5' SIDEWALK R20' 66' ROW 40' {}-{} 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION 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 L 271 C281 C325 L309 C326 L310 L314 C332 L315 L316 C333 L318 C335 L320 C338 8' UTILITY ESMT 9' UTILITY ESMT 7.5' SIDEWALK 4.5' SIDEWALK 20' ROW GOSLYN DRIVE (SEE SHEETS R16) GOSLYN DRIVE (SEE SHEETS R16) BLACK SCOTER DRIVE (SEE SHEETS R14) BLACK SCOTER DRIVE (SEE SHEETS R14) 20' ROW 8' UTILITY ESMT 8' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 4950 4955 4960 4965 4970 4975 4980 4985 4990 4950 4955 4960 4965 4970 4975 4980 4985 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 VINE DRIVE VINE DRIVE CAPE TEAL DRIVE TRACT B 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 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 ELEC ELEC � GAS T VAULT ELEC �� BLOCK 2 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 BLOCK 2 VINE DRIVE CAPE TEAL DRIVE 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 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 WV VAULT ELEC �� OHE OHE OHE OHE OHE OHE OHE OHE OHE �� VINE DRIVE 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 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 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 9+50 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 9+50 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 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW MERGANS 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 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� BLOCK 9 TRACT K �.�. �� X 37+50 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 44+50 37+50 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 44+50 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- LOT 9 BLOCK 2 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 1 MERGANSER TRACT J ST ST ST ST ST ST � � �� VAULT ELEC �.�. WV VAULT ELEC WV WV WV �.�. VAULT ELEC VAULT C ELEC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OHE � � � W W W W W W W W W W W W W W W W W W � � � X X X X X X X X X X X X X X X X X � � R R UD UD UD UD UD UD UD UD UD VINE DRIVE MERGANSER VINE DRIVE MERGANSER 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 OUTLOT A OUTLET B TRACT H TRACT I TRACT A TRACT B TRACT D TRACT E TRACT J TRACT K TRACT K TRACT K 1 40.88 2 5.36 3 11.93 4 6.91 7 5.59 8 8.41 11 9.34 10 4.49 12 6.74 14 5.15 1 2 3 4 6 7 8 5 9 10 11 12 14 15 5 5.98 9 1.19 13 1.52 6 2.62 13 POND 2 POND 1 (EXISTING WETLAND) FOREBAY FOREBAY POND 3 15 0.77 N�. R��: B�: D��: REVIEWED BY: R. C�� DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 S�� O� 63 S�� WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 �� = ��. 150 0 150 F�� 150 300 450 OD1 DRAINAGE PLAN OVERALL 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 GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER ST. VRAIN SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.EXISTING SANITARY SEWER LOCATION IS APPROXIMATE AND WAS SUPPLIED BY MOUNTAIN SHADOWS FILING I AND NOT VERIFIED WITHIN THE FIELD SURVEY. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND ORDERING OF MATERIAL. 8.LOTS 1-3, BLOCK 1 & LOTS 1-3, BLOCK 3 TO BE SERVICED FROM EXISTING SANITARY SEWER MAIN. CONTRACTOR TO VERIFY IF SERVICES ARE CURRENTLY INSTALLED. IF NO SERVICES EXIST, CONTRACTOR SHALL CONTACT THE ENGINEER. 9.EXISTING SANITARY SEWER MANHOLE LOCATION IS ESTIMATED IN THE SHORES ANNEXATION TO THE TOWN OF FIRESTONE, AND NOT VERIFIED WITHIN THE FIELD SURVEY. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND ORDERING OF MATERIAL. OD1 LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 B2 1.45 �� WV WV � SS SS 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+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 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW 76' ROW 50'- 76' ROW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY 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 X7 CROSS-SECTIONS NEW MERGANSER C. Snowdon C. Snowdon 1"=40' 1" = NORTH 40' 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW 107.00- 141.00 ROW 141.00 ROW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY 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 1" = 40' X6 CROSS-SECTIONS TIMBERLINE ROAD C. Snowdon C. Snowdon 1"=40' �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY 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 NORTH 1" = 40' X5 CROSS-SECTIONS OLD VINE DRIVE C. Snowdon C. Snowdon 1"=40' X5 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW 40'- 66' ROW 66' ROW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY 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 C. Snowdon C. Snowdon 1"=40' NORTH 1" = 40' X5 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY X3 CROSS-SECTIONS NEW VINE DRIVE C. Snowdon C. Snowdon 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 NORTH 1" = 50' X1 X2 X3 27+00 27+50 28+00 28+50 29+00 29+50 30+00 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY 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 1" = 50' X1 X2 X3 X2 CROSS-SECTIONS NEW VINE DRIVE C. Snowdon C. Snowdon 1"=40' 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW 83'- 115' ROW 115' ROW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY 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 1" = 50' X2 X3 X1 CROSS-SECTIONS NEW VINE DRIVE C. Snowdon C. Snowdon 1"=40' 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE ALLEY SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R28 ALLEY ROADWAY PLAN & PROFILE 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 R28 REVIEW SET XX/XX/XX 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. 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 CENTERLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R27 OLD VINE DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' LINE MATCH STA 21+50 MATCH LINE SHEET STA21+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 R18 R19 R20 ( 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 CENTERLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R26 OLD VINE DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' LINE MATCH STA 15+00 MATCH LINE STA LINE MATCH STA 21+50 MATCH LINE STA 15+00 SHEET 21+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 R18 R19 R20 � P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE OLD VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R25 OLD VINE DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' LINE MATCH STA 15+00 MATCH LINE SHEET 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 R18 R19 R20 R20' R20' ALEUTIAN DRIVE 4.5' SIDEWALK LOT 3 LOT 2 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R24 ALEUTIAN DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE 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 19+00 MATCH LINE STA19+00 R23 R24 R20' STORM DRAIN B SEE SHEET ST2 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R23 ALEUTIAN DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE 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 R23 R24 LINE MATCH STA 19+00 MATCH LINE STA19+00 L244 C258 L245 C259 L246 C260 L247 L257 MUSCOVY DRIVE 53' ROW 32' {}-{} ALEUTION DRIVE (SEE SHEETS R23-R24) ALEUTION DRIVE (SEE SHEETS R23-R24) 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 R20-R22) SHEARWATER DRIVE (SEE SHEETS R20-R22) 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R22 SHEARWATER DR. & MUSCOVY DR. ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE SHEARWATER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE 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 R20 R20 R22 R22 R21 LINE MATCH STA 26+00 MATCH LINE STA26+00 9' UTILITY ESMT 9' UTILITY ESMT 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 4.5' SIDEWALK No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R21 SHEARWATER DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE 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 R20 R20 R22 R22 R21 LINE MATCH STA 16+00 MATCH LINE STA16+00 MATCH LINE STA26+00 LINE MATCH STA 26+00 C241 C242 L228 C243 C244 L234 C250 L235 OUZEL DRIVE � ST 53' ROW 32' {}-{} 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT LOT 6 LOT 7 LOT 4 LOT 5 LOT 17 LOT 1 LOT 2 LOT 3 OLD VINE DRIVE (SEE SHEETS R25-R27) (SEE SHEETS R12-R13) STORM DRAIN B SEE SHEET ST2 STORM DRAIN B SEE SHEET ST2 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 6' UTILITY ESMT 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 7.5' SIDEWALK 7.5' SIDEWALK R20' R20' R20' R20' R20' LOT 16 ALEUTIAN DRIVE (SEE SHEETS R23-R24) LOT 19 LOT 18 OLD VINE DRIVE (SEE SHEETS R25-R27) 4.5' SIDEWALK 9' UTILITY ESMT 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R20 CAPE TEAL DR. & OUZEL DR. ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE CAPE TEAL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° NORTH CENTERLINE 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 R20 R20 R22 R22 R21 LINE MATCH STA 16+00 MATCH LINE STA16+00 4955 4960 4965 4970 4975 4980 4985 4990 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 C179 C180 L170 C181 L171 C289 L292 MANDARIN DRIVE 53' 32' ROW {}-{} 9' UTILITY ESMT No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R19 MANDARIN DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE 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 R18 R19 R19 R18 MATCH LINE STA LINE MATCH STA 19+00 SHEET 20+00 LINE MATCH STA 25+00 UD UD UD UD UD UD MANDARIN DRIVE MANDARIN DRIVE 53' ROW 53' 32' ROW {}-{} 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT LOT 1 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 2 LOT 3 LOT 9 TRACT G TRACT F LOT 10 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R18 MANDARIN DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE MANDARIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH 180° CENTERLINE MANDARIN 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 R18 R19 R19 R18 LINE MATCH STA 12+00 MATCH LINE SHEET STA12+00 MATCH LINE SHEET STA20+00 LINE MATCH STA 12+00 LINE MATCH STA 19+00 MATCH LINE SHEET STA19+00 LOT 20 LOT 19 LOT 18 LOT 17 LOT 9 LOT 22 LOT 21 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+50 22+00 21+00 20+00 19+00 18+00 17+00 16+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R17 GARGANEY DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 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 R16 R17 R16 LINE MATCH STA MATCH LINE SHEET STA16+00 16+00 L310 C327 C328 L314 C332 L315 L316 C333 C336 C337 L320 C338 C340 UD UD UD UD UD UD UD GOSLYN DRIVE ROSYBILL DRIVE (SEE SHEETS R14-R15) ROSYBILL DRIVE (SEE SHEETS R14-R15) GARGANEY DRIVE (SEE SHEETS R16-R17) GARGANEY DRIVE (SEE SHEETS R16-R17) ALLEY 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 15' UTILITY ESMT 15' UTILITY ESMT 53' 32' ROW {}-{} 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 9 LOT 22 LOT 21 LOT 8 LOT 7 LOT 6 LOT 1 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 CENTERLINE GOSLIN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R16 GOSLYN DR. & GARGANEY DR. ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE GARGANEY 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 R16 R17 R16 MATCH LINE SHEET STA16+00 LINE MATCH STA 16+00 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 6' UTILITY ESMT 6' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 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 6 LOT 5 ROSYBILL DRIVE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R15 BLACK SCOTER DR. & ROSYBILL DR. ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE 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 R15 R14 LINE MATCH STA 18+50 MATCH LINE STA18+50 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT BLACK SCOTER DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK LOT 12 LOT 28 LOT 27 LOT 26 LOT 11 LOT 25 LOT 24 LOT 23 LOT 22 LOT 10 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 14+00 15+00 16+00 17+00 18+00 18+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE BLACK SCOTER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R14 BLACK SCOTER DR. & ROSYBILL DR. ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE ROSYBILL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 90° 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 R15 R14 LINE MATCH STA 14+00 MATCH LINE STA14+00 MATCH LINE STA14+00 LINE MATCH STA 14+00 LINE MATCH STA 18+50 MATCH LINE STA18+50 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 9.5' SIDEWALK 5' PRIVATE TRAIL VINE DRIVE (SEE SHEETS R1-R6) 53' ROW 32' {}-{} 53' 32' ROW {}-{} L251 L252 C263 L253 C264 C278 L279 C295 L280 C296 C297 C299 C300 C302 C303 C304 C305 C308 L290 L289 C309 C310 L296 C315 L297 C316 L298 C317 L304 L306 L307 C324 C329 L312 C330 L313 C331 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 ( 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 R5 CENTERLINE MERGANSER SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R13 MERGANSER ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' NORTH 90° R6 LINE MATCH STA 20+00 MATCH LINE STA20+00 L218 C235 L222 L238 C254 L241 C255 L242 C256 L243 C257 L248 L249 C262 L250 C264 C265 L255 C266 L256 C267 C269 L258 C270 L259 C271 C272 C278 C299 C300 C302 C303 C304 C305 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE MERGANSER SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R12 MERGANSER ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 90° R5 R6 LINE MATCH STA 20+00 MATCH LINE STA20+00 K�� '� ��. C�� . R CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R11 TIMBERLINE ROAD ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 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 R7 R8 R9 R10 R11 LINE MATCH STA 45+50 MATCH LINE STA45+50 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R10 TIMBERLINE ROAD ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 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 R7 R8 R9 R10 R11 LINE MATCH STA 36+00 MATCH LINE STA LINE MATCH STA 45+50 MATCH LINE STA 36+00 45+50 T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R9 TIMBERLINE ROAD ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 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 R7 R8 R9 R10 R11 LINE MATCH STA 26+00 MATCH LINE STA LINE MATCH STA 36+00 MATCH LINE STA 26+00 36+00 �� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R8 TIMBERLINE ROAD ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 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 R7 R8 R9 R10 R11 LINE MATCH STA 16+50 MATCH LINE STA LINE MATCH STA 26+00 SHEET 16+50 MATCH LINE SHEET STA26+00 �� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE TIMBERLINE ROAD SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R7 TIMBERLINE ROAD ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 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 R7 R8 R9 R10 R11 LINE MATCH STA 16+50 MATCH LINE STA16+50 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R6 VINE DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH 35° 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 LINE MATCH STA 53+00 MATCH LINE SHEET STA53+00 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. 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R5 VINE DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' CENTERLINE VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 35° 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 LINE MATCH STA 43+00 MATCH LINE STA MATCH LINE STA 53+00 LINE MATCH STA 53+00 SHEET 43+00 DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R4 VINE DRIVE ROADWAY PLAN & PROFILE 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 R1 R2 R3 R4 R5 R6 LINE MATCH STA 35+00 MATCH LINE STA MATCH LINE STA 43+00 LINE MATCH STA 43+00 SHEET 35+00 �� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R3 VINE DRIVE ROADWAY PLAN & PROFILE 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 R1 R2 R3 R4 R5 R6 LINE MATCH STA 35+00 MATCH LINE STA MATCH LINE STA 35+00 LINE MATCH STA 25+00 SHEET 25+00 4965 4970 4945 4950 4955 4960 4965 4970 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R2 VINE DRIVE ROADWAY PLAN & PROFILE C. Snowdon C. Bowen 1"=40' 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 R3 R4 R5 R6 LINE MATCH STA 15+00 MATCH LINE STA15+00 MATCH LINE STA 25+00 LINE MATCH STA 25+00 DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 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 CENTERLINE VINE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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.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. 7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ST � FUTURE CURB & GUTTER FUTURE CENTERLINE FUTURE RIGHT-OF-WAY R1 VINE DRIVE ROADWAY PLAN & PROFILE 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 R1 R2 R3 R4 R5 R6 MATCH LINE STA 15+00 LINE MATCH STA 15+00 R VEHICLE CONTROL TRACKING PAD NOT TO SCALE MANHOLE ROCK BERM SHALL CURB INLET 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION NOT TO SCALE IP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE CWA 005 SWMP7 006 SWMP7 008 SWMP7 NOT TO SCALE PLANTED RIPRAP INSTALLATION TYPE H TYPE M TYPE L TYPE VL 2-10 35-50 70-50-100 70 TABLE I CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)* TYPE VH * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT. ** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED. 50 6 2 9 12 6** 35-50 2-10 50-70 70-100 9 3 12 15 9** 35-50 2-10 50-70 70-100 12 4 18 21 12 24 18 50-70 24 35-50 2-10 50-70 2-10 70-100 35-50 24 9 33 6 42 18 70-100 30 TABLE II GRADATION FOR GRANULAR BEDDING U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A SIEVE SIZE 3 INCHES 1 1/2 INCHES 3/4 INCHES 3/8 INCHES #4 #16 #50 #100 #200 PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES -- -- -- 100 95-100 45-80 10-30 2-10 0-2 90-100 -- 20-90 -- 0-20 -- -- -- 0-3 VL(d = 6IN.), L(d = 9 IN.) M(d = 12 IN.) H(d = 18 IN.) TABLE III THICKNESS REQUIREMENTS FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES COURSE-GRAINED SOILS** 4 4 6 6 6 6 8 8 50 50 50 50 TYPE II 50 SEE TABLE III 2' 2d 50 2d SEE TABLE III 50 TYPE II BEDDING RIPRAP FLARED END SECTION (TYP.) GRANULAR BEDDING RIPRAP TYPE II BEDDING TYPE I BEDDING GRANULAR BEDDING CONCRETE CUTOFF WALL RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL} RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL} * MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE. 12" MIN. COMPACT BACKFILL TO 95% STANDARD PROCTOR STAPLES FABRIC SOIL STAPLES FABRIC RIPRAP {FILTER FABRIC PLACEMENT AND LAP DETAIL} {LAP DETAIL} FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75% RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. FINISHED GRADE DESIGN RIPRAP GRADE PLACEMENT OF ROCK IN TOP LAYER WILL REQUIRE DISTURBANCE OF FIRST LAYER SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL VOID FROM FINISHED SURFACE TO NATIVE SOIL. D 50% D MAXIMUM THICKNESS OF FIRST LIFT PLACEMENT OF TOP LIFT WILL REQUIRE ADJUSTMENT OF FIRST LIFT 41D 0" MIN 6" MAX 3" TYP MEASUREMENT ON SLOPE PERPENDICULAR TO SLOPE SEE NOTE 3 BELOW. GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP. FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON PLANNING PLANS. 4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP. {TYPICAL PLANTED RIPRAP PLACEMENT} FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A TWO LAYER FILTER. FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE GEOTEXTILES - SECTION 712. FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 1, FOR RIPRAP SIZING. FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH. COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT. FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS. {GENERAL NOTES:} 1. 2. 3. 4. {PLANTED RIPRAP NOTES:} 1. 2. 3. {FILTER FABRIC NOTES:} 1. 2. RP OPTIONAL UNDERDRAIN 009 SWMP7 SEDIMENT TRAP & SEDIMENT BASIN NOT TO SCALE 007 SWMP7 2:1 MAX. FLOW TRANSITION EXISTING POND INTO SEDIMENT TRAP 2:1 MAX. 2:1 MAX. 2:1 MAX. 0.8' MIN. 1.6' 0.MIN. 2' MIN. 1' MIN. 3.2' 1.6' B B 2:1 MAX. 2:1 MAX. A A {SECTION A-A} {PLAN VIEW} {SECTION B-B} ST R COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL SILT FENCE NOT TO SCALE SF WATTLE INSTALLATION NOT TO SCALE WATTLES - DETAIL A FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' WATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF 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 %CURB INLET WATTLE PROTECTION SETUP% 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 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {PERVIOUS INSTALLATION} {IMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE CHECKDAMS SETUP SF 000 SWMP6 001 SWMP6 NOTES: 1.FIBER ROLLS TO BE STAKED AS REQUIRED. 2.FIBER ROLLS TO REMAIN IN-PLACE UNTIL VEGETATION IS ESTABLISHED. {PLAN VIEW} {ISOMETRIC VIEW} DRIVEWAY DRIVEWAY STREET SIDEWALK SIDEWALK NOT TO SCALE 002 SWMP6 EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS SWALE WATTLE DIKE NOT TO SCALE ENTRENCH 3" POINT A SECTION A-A POINTS A MUST BE HIGHER THAN POINT B PLAN VIEW POINT B POINT A WATTLE POINT A FLOW POINT B POINT A WATTLE DIKE {DITCH INSTALLATION} A A THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH. DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. WD 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. STA %OR% OR (10" MIN. DIA.) 003 SWMP6 WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW SECTION A-A PLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS AND GRAVEL FILTER A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING WATTLE FILTER DROP INLET INLET PLAN VIEW ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' 1' 6'' MAX. A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT %DROP INLET SILT FENCE BOX FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. { GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. 5. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) DROP INLET PROTECTION NOT TO SCALE IP 004 SWMP6 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF W5 W5 IP W5 IP IP IP IP IP IP W5 IP IP RS VT SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF VT CWA RR RR RR RR ST ST 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 SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE IP SD SD SD SD IP IP IP IP No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EC1 EROSION CONTROL PLAN C. SNOWDON C. Bowen 1" = 150' EC1 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET CURB & GUTTER LOT LINE 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: 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 SILT FENCE SF WATTLE INLET FILTER IP WATTLE W5 SWALE WATTLE DIKE SD ROCK SOCK RS VEHICLE TRACKING PAD VT SF CONCRETE WASHOUT AREA CWA PLANTED RIPRAP RR SEDIMENT TRAP ST {A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. }{ H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. } {M.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION CONTROL NOTES: W W W W W W W W W GAS WV WV WV � � SS SS SS 32' \u+e101-\u+e101 32' \u+e101-\u+e101 50' \u+e101-\u+e101 32' \u+e101-\u+83' 53' ROW e10183' \u+\e101-u+e101-\u+\u+e101 e101 53' ROW 76' ROW 53' ROW 115' ROW 115' ROW 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 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 7 LOT 6 LOT 8 LOT 27 LOT 28 LOT 29 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 MERGANSER VINE DRIVE CAPE TEAL DRIVE MUSCOVY DRIVE TRACT B TRACT D TRACT E TRACT J SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE SIDEWALK CULVERT TRICKLE PAN 6' CROSS PAN SHEARWATER DRIVE ALEUTIAN DRIVE DAY LIGHT EXISTING PIPE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 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 G6 GRADING PLAN C. Snowdon D. Fry 1" = 50' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 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: 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 G1 G2 G3 G6 G5 G4 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 GARGANEY DRIVE TRACT H TRACT J PROPOSED UNDERDRAIN SIDEWALK CULVERT 6' CROSS PAN 6' CROSS PAN 6' CROSS PAN PERFORATED UNDERDRAIN PERFORATED UNDERDRAIN 2' CURB CUT 2' CURB CUT INFILTRATION GALLERY WITHIN MEDIAN No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 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 G5 GRADING PLAN C. Snowdon D. Fry 1" = 50' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 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: 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 G1 G2 G3 G6 G5 G4 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 BLACK SCOTER DRIVE GOSLYN DRIVE ROSYBILL DRIVE GARGANEY DRIVE TRACT H TRACT K PROPOSED UNDERDRAIN SIDEWALK CULVERT 6' CROSS PAN 6' CROSS PAN 6' CROSS PAN PERFORATED UNDERDRAIN PERFORATED UNDERDRAIN 4' CENTER PAN 4' CENTER PAN 2' CURB CUT 2' CURB CUT 6' CROSS PAN INFILTRATION GALLERY WITHIN MEDIAN No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 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 G4 GRADING PLAN C. Snowdon D. Fry 1" = 50' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 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: 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 G1 G2 G3 G6 G5 G4 32' \u+e101-\u+e101 83' 83' \\u+u+e101-e101-\u+\u+e101 e101 32' \u+e101-\u+e101 53' ROW 53' ROW 53' ROW 53' ROW 53' ROW 115' ROW 115' ROW LOT 1 BLOCK 1 BLOCK 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 BLOCK 2 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 5 BLOCK 5 LOT 7 LOT 6 LOT 8 LOT 9 LOT 10 LOT 13 LOT 12 LOT 11 LOT 14 LOT 16 LOT 15 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 VINE DRIVE OUZEL DRIVE CAPE TEAL DRIVE SHEARWATER DRIVE ALEUTIAN DRIVE TRACT C TRACT A TRACT E PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE & OUTLET PIPE SIDEWALK CUVERT SIDEWALK CULVERT SIDEWALK CULVERT SIDEWALK CHASE SIDEWALK CULVERT TRICKLE PAN TRICKLE PAN STORM INLET TRICKLE PAN DETENTION POND CURB INLET CURB INLET CURB INLET CURB INLET TRICKLE PAN 6' CROSS PAN DETENTION POND FOREBAY PROPOSED OUTLET STORM MH STORM MH STORM MH No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 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 G3 GRADING PLAN C. Snowdon D. Fry 1" = 50' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 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: 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 G1 G2 G3 G6 G5 G4 LOT 5 LOT 6 LOT 7 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 VINE DRIVE BLOCK 10 BLOCK 10 LOT 1 LOT 2 LOT 3 LOT 4 CAPE TEAL DRIV MANDARIN DRIVE TRACT I TRACT F TRACT B TRACT G TRACT J PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE SIDEWALK SIDEWALK CULVERT CULVERT SIDEWALK CHASE PROPOSED OUTLET 6' CROSS PAN PERFORATED UNDERDRAIN PERFORATED UNDERDRAIN 6' CROSS PAN SIDEWALK CULVERT TRICKLE PAN DETENTION POND EXISTING WETLANDS/ DETENTION POND FOREBAY PROPOSED OUTLET PROPOSED OUTLET FOREBAY No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 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 G2 GRADING PLAN C. Snowdon D. Fry 1" = 50' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 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: 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 G1 G2 G3 G6 G5 G4 LOT 21 LOT 22 LOT 23 MERGANSER BLOCK 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 BLOCK 10 BLOCK 10 LOT 2 LOT 3 LOT 4 LOT 5 OUTLET B MANDARIN DRIVE ROSYBILL DRIVE 6' CROSS PAN FOREBAY No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 G1 GRADING PLAN C. Snowdon D. Fry 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 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 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: 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 G1 G2 G3 G6 G5 G4 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 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 OG1 GRADING PLAN OVERALL C. SNOWDON C. Bowen 1" = 150' OG1 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 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: 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 � � VAULT ELEC �.�. WV VAULT ELEC WV WV WV �.�. 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 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 GAS WV WV WV � � SS SS SS SANITARY LINE A SANITARY LINE A1E SANITARY LINE A1N SANITARY LINE A1E SANITARY LINE A1-1E SSMH B2 Existing SSMH A9 Existing SSMH A8 SSMH B2-1 Existing SSMH A7 Existing SSMH A6 SSMH B2-2 SSMH A1-1.1E SSMH A1-1.1N Existing SSMH A5 SSMH A1-4E SSMH A1-3E SSMH A1-2E Existing SSMH A4 SSMH A1-1N SSMH A1 SSMH A1-1E Existing SSMH A3 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 9 ' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SANITARY LINE B SANITARY LINE B2 SANITARY LINE B2 SSMH B1 10' MIN. SANITARY LINE A1-1.1N 10' MIN. 10' MIN. 10' MIN. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 U6 UTILITY PLAN C. SNOWDON D. FRY 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST EXISTING SANITARY SEWER LINE W/ MH SS EXISTING STORM SEWER LINE W/ MH PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED SANITARY SEWER SERVICE S LEGEND: ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O METER H2O MANHOLE TELEPHONE PEDESTAL POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. EASEMENT LINE LOT LINE EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE FENCE LINE PROPERTY BOUNDARY � � PROPOSED SANITARY SEWER LINE W/ MH GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. PROPOSED FIRE HYDRANT 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: 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 Existing SSMH A9 SSMH B4 SSMH B5-1 SSMH B5 SSMH B3 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SANITARY LINE B5 SANITARY LINE B SANITARY LINE B2 SSMH B5-2 SSMH B1 SANITARY LINE B3 SSMH B3-1 10' MIN. 10' MIN. 10' MIN. 10' MIN. 10' MIN. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 U5 UTILITY PLAN C. SNOWDON D. FRY 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST EXISTING SANITARY SEWER LINE W/ MH SS EXISTING STORM SEWER LINE W/ MH PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED SANITARY SEWER SERVICE S LEGEND: ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O METER H2O MANHOLE TELEPHONE PEDESTAL POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. EASEMENT LINE LOT LINE EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE FENCE LINE PROPERTY BOUNDARY � � PROPOSED SANITARY SEWER LINE W/ MH GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. PROPOSED FIRE HYDRANT 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: 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 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 8' UTILITY EASEMENT 8' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 53' %%ROW P32' {}-{} 53' %%P32' ROW {}-{} SANITARY LINE B5-1 SANITARY LINE B5 SSMH B5-2 10' MIN. 10' MIN. 10' MIN. SSMH B5-1.4 SSMH B8-1 10' MIN. 10' MIN. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 U4 UTILITY PLAN C. SNOWDON D. FRY 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST EXISTING SANITARY SEWER LINE W/ MH SS EXISTING STORM SEWER LINE W/ MH PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED SANITARY SEWER SERVICE S LEGEND: ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O METER H2O MANHOLE TELEPHONE PEDESTAL POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. EASEMENT LINE LOT LINE EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE FENCE LINE PROPERTY BOUNDARY � � PROPOSED SANITARY SEWER LINE W/ MH GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. PROPOSED FIRE HYDRANT 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: 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 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 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 W W W W W W SANITARY LINE A STORM LINE B SANITARY LINE A SANITARY LINE A1N SANITARY LINE A1E SSMH A1-3N Existing SSMH A5 SSMH A3 SSMH A1-4N SSMH A4 SSMH A4-1 SSMH A1-2N SSMH A3-1 Existing SSMH A4 SSMH A1-1N SSMH A1-1E SSMH A2 SSMH A1 SSMH A5 Existing SSMH A3 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT STORM SEWER LINE A STORM SEWER LINE B STORM SEWER LINE C STORM SEWER LINE B SANITARY LINE A SANITARY LINE A3-1 SANITARY LINE A4-1 SANITARY LINE A1-1N SANITARY LINE A1-1.1N 10' MIN. 10' MIN. 10' MIN. 10' MIN. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 U3 UTILITY PLAN C. SNOWDON D. FRY 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST EXISTING SANITARY SEWER LINE W/ MH SS EXISTING STORM SEWER LINE W/ MH PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED SANITARY SEWER SERVICE S LEGEND: ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O METER H2O MANHOLE TELEPHONE PEDESTAL POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. EASEMENT LINE LOT LINE EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE FENCE LINE PROPERTY BOUNDARY � � PROPOSED SANITARY SEWER LINE W/ MH GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. PROPOSED FIRE HYDRANT 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: 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 TRACT F TRACT B TRACT G TRACT J TRACT I �.�. ELEC ELEC � GAS T VAULT ELEC SANITARY LINE B SANITARY LINE B4 SANITARY LINE B4 SANITARY LINE B SSMH B6 SSMH B4 SSMH B4-1 SSMH B5 SSMH B3 SSMH B4-2 SSMH B4-6 SSMH B4-5 SSMH B4-3 SSMH B4-4 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 53' %%P32' ROW {}-{} 53' %%P32' ROW {}-{} 10' MIN. SANITARY LINE B5 SANITARY LINE B2 STORM SEWER LINE A SANITARY LINE B3 SSMH B3-1 10' MIN. 10' MIN. 10' MIN. 10' MIN. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 U2 UTILITY PLAN C. SNOWDON D. FRY 1" = 50' ST EXISTING SANITARY SEWER LINE W/ MH SS EXISTING STORM SEWER LINE W/ MH PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED SANITARY SEWER SERVICE S LEGEND: ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O METER H2O MANHOLE TELEPHONE PEDESTAL POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. EASEMENT LINE LOT LINE EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE FENCE LINE PROPERTY BOUNDARY � � PROPOSED SANITARY SEWER LINE W/ MH GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. PROPOSED FIRE HYDRANT 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: 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 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 �2� WV �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 B11 SSMH B10 SSMH B7 SSMH B4-8 SSMH B6 SSMH B4-7 SSMH B4-6 SSMH B4-5 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 10' MIN. %%53' P32' {}ROW -{} 53' %%P32' ROW {}-{} 53' %%P32' ROW {}-{} 53' %%P32' ROW {}-{} 53' %%P32' ROW {}-{} 10' MIN. 10' MIN. 75' 20' WATERLINE EASEMENT EAST LARIMER COUNTY WATER DISTRICT BOOK 1873, PAGE 126 25' RIGHT-OF-WAY LARIMER AND WELD COUNTY CANAL BOOK 1503, PAGE 676 40' EAST LARIMER COUNTY WATER DISTRICT RIGHT OF WAY EASEMENT REC. NO. 20080072495 20' CITY OF FORT COLLINS WATER MAIN EASEMENT RECEPTION NO. 85054353 20' CITY OF FORT COLLINS WATER MAIN EASEMENT RECEPTION NO. 85054353 20' ELCO EASEMENT & RIGHT-OF-WAY 10' MIN. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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. 50 0 50 Feet 50 100 150 U1 UTILITY PLAN C. SNOWDON D. FRY 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ST EXISTING SANITARY SEWER LINE W/ MH SS EXISTING STORM SEWER LINE W/ MH PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED SANITARY SEWER SERVICE S LEGEND: ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O METER H2O MANHOLE TELEPHONE PEDESTAL POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. EASEMENT LINE LOT LINE EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE FENCE LINE PROPERTY BOUNDARY � � PROPOSED SANITARY SEWER LINE W/ MH GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. PROPOSED FIRE HYDRANT 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: 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 ELEC WV WV WV �.�. ELEC ELEC � GAS T VAULT ELEC VAULT C ELEC 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 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 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 W W W W W W � �� GAS � � WV GAS GAS �� R R R R �2� WV WV WV �2� WV WV WV � � SS W W UD UD UD UD UD UD UD UD UD VINE DRIVE MERGANSER VINE DRIVE MERGANSER VINE DRIVE TIMBERLINE TIMBERLINE 50' GAS LINE EASEMENT WESTERN SLOPE GAS COMPANY BOOK 1380, PAGE 222 (PUBLIC SERVICE CO.) 75' 20' WATERLINE EASEMENT EAST LARIMER COUNTY WATER DISTRICT BOOK 1873, PAGE 126 25' RIGHT-OF-WAY LARIMER AND WELD COUNTY CANAL BOOK 1503, PAGE 676 CENTER OF WATER LINE RIGHT-OF-WAY OF UNDEFINED WIDTH BOOK 737, PAGE 575 40' EAST LARIMER COUNTY WATER DISTRICT RIGHT OF WAY EASEMENT REC. NO. 20080072495 20' CITY OF FORT COLLINS WATER MAIN EASEMENT RECEPTION NO. 85054353 20' ELCO EASEMENT & RIGHT-OF-WAY 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 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 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 3 LOT 6 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 2 BLOCK 1 BLOCK 2 BLOCK 1 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 3 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 OU1 UTILITY PLAN OVERALL 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 OU1 ST EXISTING SANITARY SEWER LINE W/ MH SS EXISTING STORM SEWER LINE W/ MH PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED SANITARY SEWER SERVICE S LEGEND: ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O METER H2O MANHOLE TELEPHONE PEDESTAL POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS � �2� T �� VAULT ELEC �.�. EASEMENT LINE LOT LINE EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE FENCE LINE PROPERTY BOUNDARY � � PROPOSED SANITARY SEWER LINE W/ MH GENERAL NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. PROPOSED FIRE HYDRANT 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: 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 W W W W W W W W W W W W W GAS WV WV WV � � SS SS SS GRADING & STORMWATER DETENTION POND MAINTENANCE EASEMENT REC. NO. 2000049501 TO BE VACATED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE6 DEMOLITION PLAN C. Snowdon C. Bowen 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CONCRETE TO BE REMOVED ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL EXISTING OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY EXISTING GAS LINES G EXISTING SANITARY SEWER LINES SS EXISTING STORM SEWER LINES ST EXISTING WATER LINES W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE5 DEMOLITION PLAN C. Snowdon C. Bowen 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CONCRETE TO BE REMOVED ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL EXISTING OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY EXISTING GAS LINES G EXISTING SANITARY SEWER LINES SS EXISTING STORM SEWER LINES ST EXISTING WATER LINES W DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 / / / / EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CONCRETE TO BE REMOVED ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL EXISTING OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY EXISTING GAS LINES G EXISTING SANITARY SEWER LINES SS EXISTING STORM SEWER LINES ST EXISTING WATER LINES W DRAINAGE EASEMENT PER RECEPTION NO. 98094713 50' GAS LINE EASEMENT WESTERN SLOPE GAS COMPANY BOOK 1380, PAGE 222 (PUBLIC SERVICE CO.) CENTER OF WATER LINE RIGHT-OF-WAY OF UNDEFINED WIDTH BOOK 737, PAGE 575 CENTERLINE OF 15' WATERLINE EASEMENT EAST LARIMER COUNTY WATER DISTRICT BOOK 1740, PAGE 896 BOXELDER SANITATION DISTRICT SEWER EASEMENT REC. NO. 98090191 TO BE VACATED CENTER OF CITY OF GREELEY PIPELINE EASEMENT BK 951, PG 115 & BK 1465, PG 452 GRADING & STORMWATER DETENTION POND MAINTENANCE EASEMENT REC. NO. 2000049501 TO BE VACATED / / / / / / / / / / / / / / / / DE3 DEMOLITION PLAN C. Snowdon C. Bowen 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CONCRETE TO BE REMOVED ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL EXISTING OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY EXISTING GAS LINES G EXISTING SANITARY SEWER LINES SS EXISTING STORM SEWER LINES ST EXISTING WATER LINES W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DE2 DEMOLITION PLAN C. Snowdon C. Bowen 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CONCRETE TO BE REMOVED ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL EXISTING OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY EXISTING GAS LINES G EXISTING SANITARY SEWER LINES SS EXISTING STORM SEWER LINES ST EXISTING WATER LINES W / / DE1 DEMOLITION PLAN C. Snowdon C. Bowen 1" = 50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING CONCRETE TO BE REMOVED NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 ��.��.�� ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL EXISTING OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY 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 EXISTING GAS LINES G EXISTING SANITARY SEWER LINES SS EXISTING STORM SEWER LINES ST EXISTING WATER LINES W VAULT ELEC VAULT C ELEC 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 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 W W W W W W W W W W W W �� GAS � � WV WV GAS GAS �� R R �2� WV WV WV �2� WV WV WV � � SS W W W W DRAINAGE EASEMENT PER RECEPTION NO. 98094713 50' GAS LINE EASEMENT WESTERN SLOPE GAS COMPANY BOOK 1380, PAGE 222 (PUBLIC SERVICE CO.) CENTER OF WATER LINE RIGHT-OF-WAY OF UNDEFINED WIDTH BOOK 737, PAGE 575 CENTERLINE OF 15' WATERLINE EASEMENT EAST LARIMER COUNTY WATER DISTRICT BOOK 1740, PAGE 896 BOXELDER SANITATION DISTRICT SEWER EASEMENT REC. NO. 98090191 CENTER OF CITY OF GREELEY PIPELINE EASEMENT BK 951, PG 115 & BK 1465, PG 452 GRADING & STORMWATER DETENTION POND MAINTENANCE EASEMENT REC. NO. 2000049501 HEADGATE NO. 10 LATERAL WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) PERMANENT WATER SURFACE EX2 EXISTING CONDITIONS PLAN C. Snowdon C. Bowen 1" = 100' 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 LEGEND: NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 ELECTRIC BOX FOUND PROPERTY CORNER FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL FOUND SECTION CORNER SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY 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 50' GAS LINE EASEMENT WESTERN SLOPE GAS COMPANY BOOK 1380, PAGE 222 (PUBLIC SERVICE CO.) 75' 20' WATERLINE EASEMENT EAST LARIMER COUNTY WATER DISTRICT BOOK 1873, PAGE 126 25' RIGHT-OF-WAY LARIMER AND WELD COUNTY CANAL BOOK 1503, PAGE 676 20' SUBDRAIN EASEMENT REC. NO. 2000049500 40' EAST LARIMER COUNTY WATER DISTRICT RIGHT OF WAY EASEMENT REC. NO. 20080072495 20' CITY OF FORT COLLINS WATER MAIN EASEMENT RECEPTION NO. 85054353 20' ELCO EASEMENT & RIGHT-OF-WAY LARIMER & WELD CANAL DITCH RIDGE ROAD HEADGATE NO. 10 LATERAL WETLAND BOUNDARY (DELINEATED BY CEDAR CREEK) EX1 EXISTING CONDITIONS PLAN C. Snowdon C. Bowen 1" = 100' 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 LEGEND: NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 ELECTRIC BOX FIRE HYDRANT FLARED END SECTION GATE VALVE H2O CURBSTOP H2O STUB INLET GRATE IRRIGATION CONTROL VALVE LIGHT POLE GAS MARKER H2O MARKER H2O METER H2O MANHOLE SANITARY MANHOLE STORM MANHOLE TELEPHONE PEDESTAL SIGN TESTHOLE POWER POLE H2O VALVE ELECTRIC VAULT VERTICAL PIPE ELEC � � � � � � �� CONTROL IRR GAS H2O � �2� � � T �� VAULT ELEC �.�. EASEMENT LINE LOT, TRACT & ROW LINES FROM PLATS EDGE OF GRAVEL EXISTING OVERHEAD ELECTRIC LINES OHE OHE X ROAD ROW LINE SECTION LINE FENCE LINE PROPERTY BOUNDARY EXISTING GAS LINES G EXISTING SANITARY SEWER LINES SS EXISTING STORM SEWER LINES ST EXISTING WATER LINES W of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 5. 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 Town 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 Town, 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. 6. 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. 7. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, with regard to relocations, adjustments, extensions and rearrangements of existing utilities during construction, and 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. 8. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 9. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 10. 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. 11. The Developer shall have, onsite at all times, The Notice of Intent (NOI), an up to date Storm Water Management Plan (SWMP), a BMP maintenance folder, 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. 12. 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.. 13. 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. 14. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 15. 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. 16. The Developer shall be responsible for ensuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed by the end of each working day by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the City of Fort Collins street inspector. 17. 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 City of Fort Collins's Inspector at all times. 18. 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. 19. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge, the Storm Water Management Plan, and the Erosion Control Plan. 20. All structural erosion control measures shall be installed, at the limits of construction and at areas with disturbed soil, on- or off-site, prior to any other ground-disturbing activity. 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. To mitigate erosion, the Developer shall use standard erosion control techniques described in "Volume 3-Best Management Practices of the Urban Storm Drainage Criteria Manual" as published by the Urban Drainage and Flood Control District. 21. 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. 22. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activites on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 23. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmark for the project as well as the basis of bearings. The information shall be as follows: 24. VERTICAL DATUM: (THIS INFORMATION IS APPLICABLE FOR SURVEY COMPLETED BY NORTHERN ENGINEERING) 25. BENCHMARK #1: Town of Windsor #95, 3 1/2" brass cap set in concrete marked "KIMBERLY 1996" in the bank of a ditch, SW of railroad crossing on LCR 36 in Section 12, T6N, R68W. NGVD 1929 elevation: 4826.336 26. BENCHMARK #2: Town of Windsor #98, 3 1/2" brass cap marked "L 136" set in top, south end of west abutment of railroad bridge in the vicinity of the S 1/4 of Section 1, T6N, R68W. NGVD 1929 elevation: 4827.61 27. 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. 28. 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. 29. When applicable, overlot grading construction must comply with State of Colorado permitting process for "storm water discharges associated with construction activity." Contact the Colorado Department of Public Health and Environment (CDPHE), Water Quality Control Division, at (303) 692-3500. 30. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 31. The Developer is responsible for field locating and verifying elevations of all existing sewer mains, water mains, curbs, gutters and other utilities at the points of connection shown on the plans, and at any utility crossings prior to installing any of the new improvements. If a conflict exists 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. 32. 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 period of two years from the date of acceptance. 33. 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. 34. Paving shall not start until a soils report and pavement design is accepted by the City of Fort Collins Engineer and subgrade compaction tests are taken and accepted by the City of Fort Collins Engineer. 35. 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. 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's default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of base and asphalt shall not occur until the Engineering Division approves the final report. 36. 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. 37. Portions of Larimer County are within overlay districts. The Larimer County FloodPlain Resolution should be referred to for additional criteria for roads within these districts.. 38. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 39. All stationing is based on centerline of roadways unless otherwise noted. 40. Any Limits of Street cut shown on these plans are approximate. Final Limits are to be determined in the field by the Town Engineering Inspector. All repairs are to be in accordance with any Town street repair standards and specifications. 41. When any existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition as determined by the Town Engineering Inspector. 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 of the LCUASS, "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 Town Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 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. Town 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 Town. 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. 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. 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. 6. 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. 7. The Developer is required to perform a gutter water flow test in the presence of the Town of Timanth 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. 8. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Drainage and Erosion Control Report for Waterfield dated ? ##, 20## 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 be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. BOXEDLER 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 5' WALK 8' PKWY. MINOR COLLECT STREET MERGANSER DRIVE (10+00 - 20+00) 76' ROW 25' -{} 25' {}- 9' UTILITY EASEMENT 50' {}-{} 2% MIN. 4:1 MAX (4% MAX.) 4:1 MAX 5.0' WALK8' PKWY. 12' TRAVEL LANE 12' TRAVEL LANE 8' BIKE LANE 8' BIKE LANE 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 5' WALK 8' PKWY. 11' TRAVEL LANE 11' TRAVEL LANE 6' BIKE LANE 8' PARKING 6' BIKE LANE 8' PARKING RESIDENTIAL STREET INTERNAL STREETS 53' ROW 15' -30' {} {}-{} 2% MIN. (4% MAX.) 8' TRAVEL LANE 7' PARKING 15' -{} 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 4.5' WALK 7' PKWY. 8' TRAVEL LANE 7' PARKING 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 4.5' WALK 7' PKWY. MODIFIED RESIDENTIAL STREET GARGANEY DRIVE 61' ROW 14.0' -{} 38' {}-{} 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 4.5' WALK 7' PKWY. 14.0' -{} 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 4.5' WALK 7' PKWY. 10' MEDIAN 2% MIN. (4% MAX.) ALLEY OPTION B ALLEY 20' ROW 2% MIN. (4% MAX.) 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 44.0' -{} 107' {}-{} 44.0' {}- 4:1 MAX 4:1 MAX 7' WALK 10' PKWY. 19.0' MEDIAN 4:1 MAX 4:1 MAX 10' 7' PKWY. WALK 2% MIN. (4% MAX.) 6-LANE ARTERIAL INTERIM TIMBERLINE ROAD 141' ROW 8' BIKE LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 8' BIKE LANE 15' UTIL. EASEMENT 15' UTIL. EASEMENT RESIDENTIAL STREET MERGANSER DRIVE (STA 20+00 - 30+00) 53' ROW 15' -30' {} {}-{} 2% MIN. (4% MAX.) 8' TRAVEL LANE 7' PARKING 15' -{} 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 4.5' WALK 7' PKWY. 8' TRAVEL LANE 7' PARKING 9' UTILITY EASEMENT 4:1 MAX 4:1 MAX 4.5' WALK 7' PKWY. 6' WALK TIMBERLINE ROAD OLD VINE DRIVE LEMAY AVENUE PROJECT SITE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 06/28/13 PROJECT: 889-001 Sheet Of 63 Sheets WATERFIELD THIRD FILING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET XX/XX/XX 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 C. Snowdon C. Bowen N/A OCTOBER, 2013 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 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 1"=2000' 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 (City of Fort Collins) 92-3 - Located along Timberline Rd. at Larimer-Weld irrigation ditch on the south end of the east parapet wall. Elevation = 4985.68 (City of Fort Collins) 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 R16-R17 WATERFIELD THIRD FILING GRADING SHEETS OG1 OVERALL GRADING PLAN G1-G6 GRADING PLANS ROADWAY PLAN & PROFILE MANDARIN DRIVE R18-R19 ROADWAY PLAN & PROFILE CAPE TEAL DRIVE, OUZEL DRIVE, SHEARWATER DRIVE, & MUSCOVY DRIVE R20-22 ROADWAY PLAN & PROFILE ALEUTION DRIVE R23-R24 DE1-DE6 DEMOLITION PLAN ROADWAY PLAN & PROFILE OLD VINE DRIVE R25-R27 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 MANAGER APPROVED: DATE: APPROVED: DATE: SYSTEMS ENGINEER UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT MANAGER DATE: APPROVED: DATE: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Risheill Homes, LLC Curly Risheill PO Box 400 Castle Rock, CO 80104 (303) 520-6766 OWNER PRESIDENT DATE: APPROVED: LAKE CANAL SECRETARY DATE: APPROVED: NUMBER 10 LATER DITCH DITCH COMPANY PRESIDENT DATE: LARIMER AND WELD IRRIGATION DITCH COMPANY EROSION CONTROL SHEETS EC1-EC3 EROSION CONTROL PLAN ROADWAY PLAN & PROFILE ALLEY R28 ROADWAY SHEETS ROADWAY PLAN & PROFILE VINE DRIVE R1-R6 ROADWAY PLAN & PROFILE TIMBERLINE ROAD R7-R11 ROADWAY PLAN & PROFILE MERGANSER STREET R12-R13 ROADWAY PLAN & PROFILE BLACK SCOTER DRIVE & ROSYBILL DRIVE R14-R15 X1-X3 NEW VINE DRIVE CROSS-SECTIONS X4-X5 OLD VINE DRIVE CROSS-SECTIONS X6 TIMBERLINE ROAD CROSS-SECTIONS X7 NEW MERGANSER CROSS-SECTIONS DRAINAGE SHEETS OD1 OVERALL DRAINAGE PLAN