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Home My WebLink AboutBANNER HEALTH MEDICAL CAMPUS - PDP - PDP130003 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSZIEGLER RD. E. HARMONY RD. LADY MOON DR. CINQUEFOIL LN. ??? BASIN ??? BASIN STRAUSS CABIN RD. ROCK CREEK DR. ZIEGLER RD. KETCHER RD. CORBETT DR. MARIAH LN. MINOR COLLECTOR STREET (76' ROW) 76' ROW 8' PARKING 9' UTILITY ESMT. 9' UTILITY ESMT. 25' {}50' -{}-{} 25' -{} 11' TRAVEL 11' TRAVEL 8' PARKING 6' BIKE LN. 6' BIKE LN. LE FEVER DRIVE MAJOR COLLECTOR STREET (66' ROW) 66' ROW 9' UTILITY ESMT. 9' UTILITY ESMT. 20' {}40' -{}-{} 20' -{} 12' TRAVEL 12' TRAVEL 8' BIKE LN. 8' BIKE LN. CINQUEFOIL LANE 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 JANUARY, 2013 UTILITY PLANS FOR �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater ZIEGLER RD. E. HARMONY RD. LADY MOON DR. CINQUEFOIL LN. ??? BASIN ??? BASIN STRAUSS CABIN RD. ROCK CREEK DR. ZIEGLER RD. KETCHER RD. CORBETT DR. MARIAH LN. REVIEWED BY: G. Gilliland DESIGNED BY: DRAWN BY: SCALE: DATE: 1/23/13 PROJECT: 306-003 Sheet Of 4 Sheets BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS NOTICE : According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown hereon. RANGE: TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 1 CITY OF FORT COLLINS STATE OF COLORADO L. Smith N.A. 4 6N 68 W of the 6th PM MAINTENANCE GUARANTEE: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and OWNER: ANDERSON, KATHRYN JOY WINCHESTER, ELSIE A / SUSAN P BILL RAY II / LUCAS, SHERI W HARMONY ROAD (STATE HIGHWAY No. 68) (WIDTH VARIES) 20' UTILITY EASEMENT 20' UTILITY EASEMENT REC. NO. 20080066830 REC. NO. 20080066831 OWNER: IMAGO ENTERPRISES INC. BASIS OF BEARINGS NORTH LINE OF THE NE 1 4 SECTION 4-6-68 POINT OF BEGINNING L6 N01�32'05"W 211.00' N07�31'20"E 113.45' C 4 L7 C 5 S89�29'07"E 228.11' L1 S89�34'54"E 263.61' S89�28'54"E 333.42' S01�32'37"E 1226.59' NORTH 1 4CORNER SECTION 4-6-68 (FND 3-1/4" ALUMINUM CAP) FND. #4 REBAR, NO CAP FND #4 REBAR NO CAP LADY MOON DRIVE PER HARMONY TECH. PARK 2ND FILING REC. NO. 93075762 & REC. NO. 2001094093 (WIDTH VARIES) WEST LINE OF THE NORTHEAST QUARTER SECTION 4-6-68 N01�32'05"W, 2608.63' TIMBERWOOD DRIVE �� , �� LOT 1 1,172,912 sq.ft. 26.926 ac 263.54' 320.96' C6 1211.33' N01�32'05"W 983.54' L2 L3 C 1 L4 L5 S89�30'53"W 54.66' C 2 S64�10'02"W 101.58' C 3 S89�27'55"W 198.96' WEST LINE OF THE NORTHEAST QUARTER SECTION 4-6-68 N01�32'05"W, 2608.63' CINQUEFOIL LANE 60' DEED OF DEDICATION BOOK 1623, PAGE 102 �� , �� PUBLIC SERVICE COMPANY 10' UTILITY EASEMENT BOOK 1501, PAGE 423 RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 34,002 sq.ft. 0.781 ac C7 76.06' C 8 101.58' C 9 189.80' C10 L8 L9 935.71' LOT 1 1,172,912 sq.ft. 26.926 ac 38' RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 3' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 9' UTILITY EASEMENT DRAINAGE EASEMENT 9' UTILITY EASEMENT 30' EMERGENCY ACCESS, 12' UTILITY EASEMENT RICKETTS HARMONY MINOR SUBDIVISION VACATED BY THIS PLAT 20' PUBLIC & EMERGENCY ACCESS & UTILTY EASEMENT RICKETTS HARMONY MINOR SUBDIVISION VACATED BY THIS PLAT 54' PUBLIC & EMERGENCY ACCESS & UTILITY EASEMENT RICKETTS HARMONY MINOR SUBDIVISION VACATED BY THIS PLAT PLATTED PORTION OF 30' ROAD RIGHT-OF-WAY BOOK 1487, PAGE 159 VACATED BY THIS PLAT (SEE NOTE 5) PLATTED PORTION OF 60' ROAD ROW REC. NO. 88006278 VACATED BY THIS PLAT (SEE NOTE 6) 20' EASEMENT REC. NO. 2002020071 VACATED BY THIS PLAT HARMONY ROAD (STATE HIGHWAY No. 68) CINQUEFOIL LANE LADY MOON DRIVE 38' RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 3' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 5.52' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 60' ROAD ROW REC. NO. 88006278 LOT 1 RICKETTS HARMONY MINOR SUBDIVISION TO BE VACATED BY THIS PLAT LOT 2 RICKETTS HARMONY MINOR SUBDIVISION TO BE VACATED BY THIS PLAT EXISTING PROPERTY LINES TO BE VACATED BY THIS PLAT LOTS 1 & 2 OF RICKETTS HARMONY MINOR SUBDIVISION TO BE VACATED BY THIS PLAT 20' TEMPORARY CONSTRUCTION EASEMENT - REC. NO. 20050022143 TO BE VACATED BY THIS PLAT 20' TEMPORARY CONSTRUCTION EASEMENT - REC. NO. 20050022144 TO BE VACATED BY THIS PLAT 30' TEMPORARY CONSTRUCTION EASEMENT � �� 2� �2� �2� �� ELEC � � � � �� 2� �2� �� ELEC �� A.IRR R.V. M � � � � M M � � � � � ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT � GAS � � � � � � � � � � � LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING � � � HARMONY ROAD CINQUEFOIL LANE TIMBERWOOD DR. LADY MOON DR. PROPOSED BUILDING TF TF TF PROPOSED HELISTOP EXISTING 103' RIGHT-OF-WAY 24' NORTH DETENTION / WATER QUALITY POND TF TF TF PRIVATE DR. PRIVATE DR. ONLY PROPOSED 66' RIGHT-OF-WAY 24' 24' 24' 24' 24' 24' 30' 24' 30' 24' 30' 30' 36' 240' 365' 12' PROPOSED 63' RIGHT-OF-WAY � � � � � � LOT TWO HARMONY TECHNOLOGY PARK, SECOND FILING LADY MOON DR. CINQUEFOIL LANE TIMBERWOOD DR. LE FEVER DR. WOOD BARN WOOD SHED PROPOSED BUILDING FUTURE BUILDING 30' 17' 24' 38' 24' 38' 24' 38' 30' 17' 9' TYP. 24' 24' 30' 16.8' 30' 38' 24' 38' 24' 38' 24' 38' 24' 17' 9' TYP. LE FEVER DR. LADY MOON DR. CINQUEFOIL LANE SOUTH DETENTION / WATER QUALITY POND PROPOSED 9' UTILITY EASEMENT PROPOSED 30' UTILITY, EMERGENCY ACCESS & DRAINAGE EASEMENT PRIVATE DR. PRIVATE DR. 5' 8' 17'30' 26.84' TRASH ENCLOSURE 200' EXISTING 93' RIGHT-OF-WAY PROPOSED 66' RIGHT-OF-WAY 29.7' 24' 30' 24' 30' 24' 24' 24' �� 2� �2� �2� �� ELEC � � � � �� 2� �2� � ELEC �� A.IRR R.V. � � � � � ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT � GAS � � TELE T S ELEC ELEC VAULT T S � TRAFFIC VAULT � � � �� TRAFFIC VAULT T S ELEC VAULT �2� �2� �2� �� ELEC � � � � �� 2� �2� � ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT GAS � � TELE T S ELEC ELEC VAULT T S � TRAFFIC VAULT � � � �� TRAFFIC VAULT T S ELEC VAULT ELEC VAULT �� ELEC VAULT T S �� ELEC VAULT � � � � � � � � � � LOT ONE HARMONY �� 2� �2� �2� �� ELEC � ELEC � � � � ELEC VAULT � � � � � � � � � � � � � �� LOT TWO HARMONY TECHNOLOGY PARK, SECOND FILING �.�. 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W � � � � � � � � � A.IRR R.V. � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING LOT TWO HARMONY TECHNOLOGY PARK, SECOND FILING OWNER: ANDERSON, KATHRYN JOY WINCHESTER, ELSIE A / SUSAN P BILL RAY II / LUCAS, SHERI W OWNER: CHANDLER, J THOMAS OWNER: CHANDLER, J THOMAS � � � � � � � � � � � � � � � � � � � � � � � � LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING � � � �.�. �� PROPOSED BUILDING PROPOSED HELISTOP HARMONY ROAD CINQUEFOIL LANE TIMBERWOOD DR. LADY MOON DR. RD RD RD TF TF TF FFE=4910.25 GRADE BREAK NORTH DETENTION/ EXISTING 103' WATER QUALITY POND RIGHT-OF-WAY PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN EXTENSION RELOCATED STORM DRAIN � � � � � � � � � � � � � � � � � � � � � � � � � LOT TWO HARMONY TECHNOLOGY PARK, SECOND FILING PROPOSED BUILDING FUTURE BUILDING LADY MOON DR. CINQUEFOIL LANE TIMBERWOOD DR. LE FEVER DR. RD RD RD RD RD FFE=4910.25 FFE=4911.75 SOUTH DETENTION/ WATER QUALITY POND 1 STORY WOOD WOOD SHED WOOD BARN EXISTING 93' RIGHT-OF-WAY PROPOSED 76' RIGHT-OF-WAY PROPOSED 66' RIGHT-OF-WAY PROPOSED STORM DRAIN PROPOSED STORM DRAIN � � � � � � � � � LE FEVER DR. PROPOSED 76' ROW 6' SIDEWALK LADY MOON DR. PROPOSED 50' {}-{} 30' {}-{} PROPOSED 9' UTILITY ESMT PROPOSED 9' UTILITY ESMT 5' SIDEWALK 5' SIDEWALK 7' SIDEWALK FUTURE BUILDING ∆ ∆ PRIVATE DR. 4890 4895 4900 4905 4910 4915 4920 4925 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA.=15+80.65 ℄PRIVATE DRIVE (1.33%) ℄LE FEVER DRIVE STA.=10+00.00 =℄LADY MOON DRIVE BEGIN CONSTRUCTION MINOR COLLECTOR STREET (76' ROW) 76' ROW 8' PARKING 9' UTILITY ESMT. 9' UTILITY ESMT. CINQUEFOIL LANE 40' {}-{} LE FEVER DR. CINQUEFOIL LANE 69' ROW PROPOSED 76' ROW PROPOSED 50' {}-{} PROPOSED 9' UTILITY ESMT PROPOSED 9' UTILITY ESMT 9' UTILITY ESMT 9' UTILITY ESMT 5' SIDEWALK 5' SIDEWALK SOUTH DETENTION/ WATER QUALITY POND ∆ PRIVATE DR. EXISTING 51' ROW EXISTING 60' ROW PROPOSED 66' ROW 4890 4895 4900 4905 4910 4915 4920 4925 4890 4895 4900 4905 4910 4915 4920 4925 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50 ℄LE FEVER DR. STA.=20+02.49 ℄CINQUEFOIL LN. STA 10+00 END CURB RETURN STA.=20+42.00 END CONSTRUCTION MINOR COLLECTOR STREET (76' ROW) 76' ROW 8' PARKING 9' UTILITY ESMT. 9' UTILITY ESMT. 25' {}50' -{}-{} 25' -{} 11' TRAVEL 11' TRAVEL 8' PARKING 40' {}-{} EXISTING 69' ROW PROPOSED 76' ROW 50' {}-{} PROPOSED 9' UTILITY ESMT PROPOSED 9' UTILITY ESMT 9' UTILITY ESMT PROPOSED 9' UTILITY ESMT 5' SIDEWALK RD CTV CTV CTV CTV CTV CTV 9' UTILITY ESMT PROPOSED 9' UTILITY ESMT 6' SIDEWALK 5' SIDEWALK 5' SIDEWALK CINQUEFOIL LANE LE FEVER DR. PROPOSED BUILDING SOUTH DETENTION/ WATER QUALITY POND PRIVATE DR. PROPOSED 66' ROW EXISTING 60' ROW (EXISTING GRAVEL ROAD) 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 ℄CINQUEFOIL LN. STA.=10+00.00= ℄LE FEVER DR. STA.=20+02.49 STA.=12+02.08 ℄PRIVATE DRIVE BEGIN CURB RETURN STA.=9+52.67 BEGIN CONSTRUCTION MAJOR COLLECTOR STREET (66' ROW) 66' ROW 9' UTILITY ESMT. 9' RD TF TF TF PROPOSED 9' UTILITY ESMT PROPOSED 9' UTILITY ESMT PROPOSED 9' UTILITY ESMT PROPOSED 40' {}-{} PROPOSED 66' ROW PROPOSED 40' {}-{} PROPOSED 66' ROW 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 8' SIDEWALK 6' SIDEWALK 6' SIDEWALK CINQUEFOIL LANE HARMONY RD. CINQUEFOIL LANE PROPOSED BUILDING NORTH DETENTION/ WATER QUALITY POND PRIVATE DR. 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 STA.=20+70.66 ℄PRIVATE DRIVE ℄CINQUEFOIL LANE STA.=23+57.63= ℄HARMONY ROAD END CONSTRUCTION STA.=22+97.50 MAJOR COLLECTOR STREET (66' ROW) 66' ROW 9' UTILITY ESMT. 9' UTILITY ESMT. 20' {}40' -{}-{} 20' -{} 12' TRAVEL 12' TRAVEL 8' BIKE LN. � � � � � � � � � LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING � � � TIMBERWOOD DR. LADY MOON DR. 30' HARMONY ROAD 465' 240' 12' ONLY EXISTING 103' RIGHT-OF-WAY EXISTING 93' RIGHT-OF-WAY PROPOSED 15' UTILITY EASEMENT LINE TABLE LINE LENGTH BEARING Curve Table CURVE DELTA RADIUS LENGTH BEARING CHORD �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 MATCHLINE-SEE SHEET C200 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 Date Date Date Date Date Date APPROVED: CHECKED BY: � � � � � � � � � � � � � � � � � � � LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING � � � TIMBERWOOD DR. LADY MOON DR. RELOCATED STORM DRAIN MATCHLINE-SEE SHEET C401 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation G G G G G G G G G G G G RD RD RD RD RD RD RD TF TF BULK O2 FARM TF E E E E E E E E E E E E E E E E E G G G G G G G G G G G G FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO FO FO FO FO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV �� 2� �2� �2� �� 2� �2� � �� A.IRR R.V. � � � � � � � � GAS � � � � � � � � �� GAS �2� GAS � � � � � � � � � � � � � � � � � � � � � �� LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING LOT TWO HARMONY TECHNOLOGY PARK, SECOND FILING LOT TWO HARMONY TECHNOLOGY PARK, SECOND FILING OWNER: ANDERSON, KATHRYN JOY WINCHESTER, ELSIE A / SUSAN P BILL RAY II / LUCAS, SHERI W OWNER: CHANDLER, J THOMAS OWNER: CHANDLER, J THOMAS TRACT E BROOKFIELD �� .�. �.�.�.�. �.�. �.�. �.�. �.�. �.�. �.�. �.�. �.�. �.�. � � � � � � � � H2O �2� �.�. �� HARMONY ROAD LADY MOON DR. CINQUEFOIL LANE LE FEVER DR. CINQUEFOIL LANE LADY MOON DR. TIMBERWOOD DR. CINQUEFOIL LANE PROPOSED STROM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE APPROXIMATE TOP OF POND APPROXIMATE TOP OF POND APPROXIMATE TOP OF POND FUTURE POND TOTAL VOLUME~1.4 AC-FT FUTURE POND TOTAL VOLUME~1.7 AC-FT 3 20.43 1 12.95 2 12.79 4 4.83 5 5.88 6 3.36 7 0.50 TOTAL VOLUME~1.3 AC-FT POND AREA~0.8 ACRES TOTAL VOLUME~3.7 AC-FT (INTERIM) 8.5 AC-FT (ULTIMATE) TOTAL VOLUME~3.4 AC-FT POND AREA~1.25 ACRES NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 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 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.) KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL DRAINAGE EXHIBIT �600 FOR DRAINAGE REVIEW ONLY. NOT FOR CONSTRUCTION. Traffic Engineer Environmental Planner City of Fort Collins, Colorado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�� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 GRADING PLAN HARMONY ROAD �505 6.CONTRACTOR SHALL REGRADE THE EXISTING IRRIGATION DITCH TO END WEST OF THE PROPOSED HARMONY ROAD WIDENING. PER THE LONE PROPERTY OWNER AND DOWNSTREAM DITCH USER, THIS IRRIGATION LATERAL NO LONGER NOT NEEDS TO EXTEND EAST OF LADY MOON DRIVE. CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) C200 C201 C202 IMPROVEMENT PLAN HARMONY ROAD �504 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: EXISTING TREES EXISTING FENCE X EXISTING FIRE HYDRANT � � � APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED SITE LIGHTING PROPOSED WATER APPURTENANCES EXISTING RIGHT-OF-WAY NOTES: {1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7.CINQUEFOIL LANE IS CLASSIFIED AS A "MAJOR COLLECTOR" AND LE FEVER DRIVE IS CLASSIFIED AS A "MINOR COLLECTOR" WITH PARKING PER LATEST TRAFFIC IMPACT STUDY BY DELICH ASSOCIATES. 8.THE TWO PROPOSED RIGHT TURN LANES ALONG HARMONY ROAD AT THE INTERSECTION OF LADY MOON DRIVE AND CINQUEFOIL LANE ARE NOT REQUIRED FOR PHASE 1 AND ARE ONLY REQUIRED FOR FULL BUILD OUT PER LATEST TRAFFIC IMPACT STUDY BY DELICH ASSOCIATES. } PROPOSED CONCRETE PROPOSED HEAVY DUTY PAVEMENT SECTION PROPOSED TOP OF POND EXISTING PROPERTY BOUNDARY EXISTING CURB AND GUTTER PROPOSED RIGHT-OF-WAY RESERVED FOR LINE AND CURVE INFORMATION AT FINAL SUBMITTAL 8' BIKE LN. CINQUEFOIL LANE �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) CENTERLINE CINQUEFOIL LANE SCALE : 1" = 50' (H) 1" = 5' (V) LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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.. PROPOSED SIGN PROPOSED STORM INLET PROPOSED CONCRETE PROPOSED CURB & GUTTER SECTION PROPOSED SWALE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CURB & GUTTER EXISTING TREES EXISTING CONCRETE PROPOSED HEAVY DUTY PAVEMENT SECTION EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY C502 C503 ROADWAY PLAN & PROFILE CINQUEFOIL LANE �503 MATCH LINE SEE STA 14+00 MATCH LINE STA 14+00 SEE SHEET C503 SHEET C502 UTILITY ESMT. 20' {}40' -{}-{} 20' -{} 12' TRAVEL 12' TRAVEL 8' BIKE LN. 8' BIKE LN. CINQUEFOIL LANE �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) CENTERLINE CINQUEFOIL LANE SCALE : 1" = 50' (H) 1" = 5' (V) LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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.. PROPOSED SIGN PROPOSED STORM INLET PROPOSED CONCRETE PROPOSED CURB & GUTTER SECTION PROPOSED SWALE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CURB & GUTTER EXISTING TREES EXISTING CONCRETE PROPOSED HEAVY DUTY PAVEMENT SECTION EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY C502 C503 ROADWAY PLAN & PROFILE CINQUEFOIL LANE �502 MATCH LINE SEE MATCH LINE STA 14+00 SEE SHEET C503 STA 14+00 SHEET C503 6' BIKE LN. 6' BIKE LN. LE FEVER DRIVE �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) CENTERLINE LE FEVER DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) C500 C501 ROADWAY PLAN & PROFILE LE FEVER DRIVE �501 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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.. PROPOSED SIGN PROPOSED STORM INLET PROPOSED CONCRETE PROPOSED CURB & GUTTER SECTION PROPOSED SWALE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CURB & GUTTER EXISTING TREES EXISTING CONCRETE PROPOSED HEAVY DUTY PAVEMENT SECTION EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY MATCH LINE SEE STA 17+00 MATCH LINE STA 17+00 SEE SHEET C501 SHEET C500 25' {}50' -{}-{} 25' -{} 11' TRAVEL 11' TRAVEL 8' PARKING 6' BIKE LN. 6' BIKE LN. LE FEVER DRIVE �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) CENTERLINE LE FEVER DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) MATCH LINE SEE STA 17+00 LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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.. PROPOSED SIGN PROPOSED STORM INLET PROPOSED CONCRETE PROPOSED CURB & GUTTER SECTION PROPOSED SWALE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CURB & GUTTER EXISTING TREES EXISTING CONCRETE PROPOSED HEAVY DUTY PAVEMENT SECTION EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY C500 C501 MATCH LINE STA 17+00 SEE SHEET C501 ROADWAY PLAN & PROFILE LE FEVER DRIVE �500 SHEET C501 OFFSITE STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN EXISTING 60' RIGHT-OF-WAY NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: NOTES: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED CONTOURS 80 TBOC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR 79 TOW - TOP OF WALL EXISTING STORM SEWER EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 APPROXIMATE LIMITS OF CONSTRUCTION EXISTING TREES EXISTING STORM SEWER EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY PROPOSED PLD SECTION PROPOSED STORM SAWCUT LINE 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL MATCHLINE-SEE SHEET C401 KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) C401 C402 C403 �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 GRADING PLAN �402 PROPOSED 63' RIGHT-OF-WAY PROPOSED 66' RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY EXISTING 60' RIGHT-OF-WAY EXISTING 60' RIGHT-OF-WAY MATCHLINE-SEE SHEET C402 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet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�� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 GRADING PLAN �401 � � �.�. �.�. � � � �.�. �� RD RD RD RD RD RD RD TF TF TF PROPOSED STORM LINES PROPOSED STORM LINE PROPOSED STORM LINE HARMONY ROAD LADY MOON DR. CINQUEFOIL LANE LE FEVER DR. TIMBERWOOD DR. CINQUEFOIL LANE PROPOSED OFFSITE STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED OFFSITE STORM LINE PROPOSED STORM LINE PROPOSED BUILDING FUTURE BUILDING FFE=4910.25 FFE=4911.75 REGIONAL DETENTION/ WATER QUALITY POND NORTH DETENTION / WATER QUALITY POND FOSSIL CREEK RESERVOIR INLET DITCH SOUTH DETENTION / WATER QUALITY POND �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL LEGEND: NOTES: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED CONTOURS 80 TBOC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR 79 TOW - TOP OF WALL EXISTING STORM SEWER EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 APPROXIMATE LIMITS OF CONSTRUCTION EXISTING TREES EXISTING STORM SEWER EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY PROPOSED PLD SECTION PROPOSED STORM SAWCUT LINE KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) GRADING PLAN OVERALL �400 FOR REFERENCE ONLY. SEE 50 SCALE DRAWINGS FOR DETAILED INFORMATION. C401 C402 C403 8" F 12" W 12" W 12" W 12" W 12" W CO S CO CO S S S S F CO CO CO RD RD RD RD 8" W F W RD E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T T CTV CTV CTV CTV W 1 STORY WOOD WOOD SHED WOOD BARN PROPOSED BUILDING EXISTING 93' RIGHT-OF-WAY PROPOSED 76' RIGHT-OF-WAY PROPOSED BUILDING FUTURE BUILDING LADY MOON DR. CINQUEFOIL LANE TIMBERWOOD DR. LE FEVER DR. PROPOSED 66' RIGHT-OF-WAY �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC � � � EXISTING TELEPHONE T EXISTING GAS G APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CURB & GUTTER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC E PROPOSED FIBER OPTIC FO PROPOSED GAS LINE G PROPOSED EASEMENT PROPOSED SITE LIGHTING PROPOSED SWALE PROPOSED SANITARY SEWER SS PROPOSED DOMESTIC SERVICE 3" W PROPOSED WATER MAIN 8" W PROPOSED WATER APPURTENANCES SAWCUT LINE EXISTING FIBER OPTICS FO EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY EXISTING PROPERTY LINE EXISTING ELECTRIC VAULT T 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL MATCHLINE-SEE SHEET C301 KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) C301 C302 UTILITY PLAN �302 NOTES: {1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6'. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE. }{ 10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 11.PHONE, INTERNET AND DATA SERVICE TO BE PROVIDED BY CENTURYLINK. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM THE AT-GRADE VAULT INSTALLED BY CENTURYLINK AT THE PROPERTY LINE TO THE BUILDING FOR EACH FIBER AND PHONE SERVICE, (3) TOTAL CONDUITS. 12.TELEVISION SERVICE TO BE PROVIDED BY COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 CONDUIT FROM THE CONNECTION POINT TO AN AT GRADE VAULT LOCATED AT THE BUILDING AS SHOWN ON THIS PLAN. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE AT-GRADE VAULT AT THE BUILDING FOR COMCAST SERVICE. 13.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE, DATA AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 14.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 15.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMERS WITH APPROVED ARCHITECTURAL PLANS. 16.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICE AND THE METER. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.} TECHNOLOGY PARK, SECOND FILING �� ELEC VAULT ELEC VAULT ELEC VAULT � � H2O �2� �.�. �� ELEC VAULT � � 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W S S W F G G G G G G G G G G G G G G G G G G G G G G G G G G G RD RD RD TF TF BULK O2 FARM TF E E E E E E E E E E E E E E E G G G G FO FO FO FO FO FO FO FO FO FO FO FO PROPOSED BUILDING EXISTING 103' RIGHT-OF-WAY PROPOSED 63' RIGHT-OF-WAY PROPOSED HELISTOP HARMONY ROAD CINQUEFOIL LANE TIMBERWOOD DR. LADY MOON DR. EXISTING 20' UTILITY EASEMENT EXISTING 19.97' UTILITY EASEMENT �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 MATCHLINE-SEE SHEET C302 NOTES: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC � � � EXISTING TELEPHONE T EXISTING GAS G APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CURB & GUTTER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC E PROPOSED FIBER OPTIC FO PROPOSED GAS LINE G PROPOSED EASEMENT PROPOSED SITE LIGHTING PROPOSED SWALE PROPOSED SANITARY SEWER SS PROPOSED DOMESTIC SERVICE 3" W PROPOSED WATER MAIN 8" W PROPOSED WATER APPURTENANCES SAWCUT LINE EXISTING FIBER OPTICS FO EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY EXISTING PROPERTY LINE EXISTING ELECTRIC VAULT T KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) C301 C302 UTILITY PLAN �301 {1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6'. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 10.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE. }{ 11.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 12.PHONE, INTERNET AND DATA SERVICE TO BE PROVIDED BY CENTURYLINK. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM THE AT-GRADE VAULT INSTALLED BY CENTURYLINK AT THE PROPERTY LINE TO THE BUILDING FOR EACH FIBER AND PHONE SERVICE, (3) TOTAL CONDUITS. 13.TELEVISION SERVICE TO BE PROVIDED BY XFINITY. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 CONDUIT FROM THE CONNECTION POINT TO AN AT GRADE VAULT LOCATED AT THE BUILDING AS SHOWN ON THIS PLAN. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE AT-GRADE VAULT AT THE BUILDING FOR XFINITY SERVICE. 14.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE, DATA AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 15.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 16.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMERS WITH APPROVED ARCHITECTURAL PLANS. 17.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICE AND THE METER. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.} ELEC VAULT �� ELEC VAULT T S �� ELEC VAULT � � � � � � � � � � � � � � � � � � �� LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING LOT TWO HARMONY TECHNOLOGY PARK, SECOND FILING OWNER: ANDERSON, KATHRYN JOY WINCHESTER, ELSIE A / SUSAN P BILL RAY II / LUCAS, SHERI W OWNER: CHANDLER, J THOMAS OWNER: CHANDLER, J THOMAS �� .�. �.�. � � � � ELEC VAULT ELEC VAULT ELEC VAULT � � H2O �2� �.�. �� ELEC VAULT � � 8" W 8" W 8" W 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W CO S CO CO S S S S S S W F G G G G G G G G G G G G G F CO CO CO RD RD RD RD RD RD F W RD TF TF BULK O2 FARM TF E E E E E E E E E E E E E E E E G G G G G G G G G G FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T FO/T T FO FO FO FO FO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV W HARMONY ROAD LADY MOON DR. CINQUEFOIL LANE LE FEVER DR. TIMBERWOOD DR. CINQUEFOIL LANE PROPOSED 12" WATER LINE EXISTING SANITARY LINE EXISTING WATER LINE EXISTING ELECTRICAL LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING TELEPHONE LINE EXISTING FIBER OPTIC LINE PROPOSED STORM DRAIN EXISTING 12" SANITARY LINE PROPOSED 8" SANITARY LINE PROPOSED 12" WATER LINE PROPOSED 8" WATER LINE PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED 8" SANITARY LINE PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED BUILDING PROPOSED HELISTOP FUTURE BUILDING PROPOSED STORM DRAIN PROPOSED 12" WATER LINE PROPOSED OFFSITE STORM DRAIN PROPOSED OFFSITE SANITARY LINE PROPOSED OFFSITE STORM DRAIN EXISTING GAS LINE EXISTING WATER LINE EXISTING FIBER OPTIC LINE EXISTING 12" SANITARY LINE EXISTING 12" WATER LINE EXISTING 8" WATER LINE PROPOSED SANITARY LINE PROPOSED 12" WATER LINE PROPOSED 8" WATER LINE EXISTING STORM DRAIN EXISTING STORM DRAIN FOSSIL CREEK RESERVOIR INLET DITCH NORTH DETENTION/ WATER QUALITY POND SOUTH DETENTION/ WATER QUALITY POND REGIONAL DETENTION/ WATER QUALITY POND �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 FOR REFERENCE ONLY. SEE 50 SCALE DRAWINGS FOR DETAILED INFORMATION. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL NOTES: LEGEND: E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC � � � EXISTING TELEPHONE T EXISTING GAS G APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CURB & GUTTER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC E PROPOSED FIBER OPTIC FO PROPOSED GAS LINE G PROPOSED EASEMENT PROPOSED SITE LIGHTING PROPOSED SWALE PROPOSED SANITARY SEWER SS PROPOSED DOMESTIC SERVICE 3" W PROPOSED WATER MAIN 8" W PROPOSED WATER APPURTENANCES SAWCUT LINE EXISTING FIBER OPTICS FO EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY EXISTING PROPERTY LINE EXISTING ELECTRIC VAULT T KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) C301 C302 UTILITY PLAN OVERALL �300 {1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6'. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 10.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE. }{ 11.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 12.PHONE, INTERNET AND DATA SERVICE TO BE PROVIDED BY CENTURYLINK. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM THE AT-GRADE VAULT INSTALLED BY CENTURYLINK AT THE PROPERTY LINE TO THE BUILDING FOR EACH FIBER AND PHONE SERVICE, (3) TOTAL CONDUITS. 13.TELEVISION SERVICE TO BE PROVIDED BY XFINITY. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 CONDUIT FROM THE CONNECTION POINT TO AN AT GRADE VAULT LOCATED AT THE BUILDING AS SHOWN ON THIS PLAN. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE AT-GRADE VAULT AT THE BUILDING FOR XFINITY SERVICE. 14.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE, DATA AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 15.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 16.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMERS WITH APPROVED ARCHITECTURAL PLANS. 17.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICE AND THE METER. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.} 30' 95.84' 100' 9' 30' 30' 30' 30' 50' FL-FL 50' FL-FL PROPOSED 15' UTILITY EASEMENT PROPOSED 76' RIGHT-OF-WAY PROPOSED 9' UTILITY EASEMENT EXISTING 60' RIGHT-OF-WAY 90.77' 83.59' 393.46' 43.48' 43.48' 217.44' 245.56' 124.8' �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL MATCHLINE-SEE SHEET C200 KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) 9' 9' 9' 9'9' C200 C201 C202 PAVEMENT PLAN HORIZONTAL CONTROL & �201 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: EXISTING TREES EXISTING FENCE X EXISTING FIRE HYDRANT � � � APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED SITE LIGHTING PROPOSED WATER APPURTENANCES EXISTING RIGHT-OF-WAY NOTES: {1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7.CINQUEFOIL LANE IS CLASSIFIED AS A "MAJOR COLLECTOR" AND LE FEVER DRIVE IS CLASSIFIED AS A "MINOR COLLECTOR" WITH PARKING PER LATEST TRAFFIC IMPACT STUDY BY DELICH ASSOCIATES. 8.THE TWO PROPOSED RIGHT TURN LANES ALONG HARMONY ROAD AT THE INTERSECTION OF LADY MOON DRIVE AND CINQUEFOIL LANE ARE NOT REQUIRED FOR PHASE 1 AND ARE ONLY REQUIRED FOR FULL BUILD OUT PER LATEST TRAFFIC IMPACT STUDY BY DELICH ASSOCIATES. } PROPOSED CONCRETE PROPOSED HEAVY DUTY PAVEMENT SECTION PROPOSED TOP OF POND EXISTING PROPERTY BOUNDARY EXISTING CURB AND GUTTER PROPOSED RIGHT-OF-WAY 7' 15' PROPOSED 15' UTILITY EASEMENT EXISTING 60' RIGHT-OF-WAY EXISTING 60' RIGHT-OF-WAY PROPOSED 9' UTILITY EASEMENT 14.34' 20' 245.56' 24' 19' 19' 24' 17' 9' TYP. 17' 24' 20' 20' 9' 24' 24' 17' 38' 24' 17' 38' 8' 24' 17' 38' 24' 38' 24' 17' 24' 23.4' 24' 355.55' 10' 34' 80' 20' 34' 10' 20' 30' 20' 30' 30' 30' EXISTING 20' UTILITY EASEMENT PROPOSED 9' UTILITY EASEMENT PROPOSED 30' UTILITY, EMERGENCY ACCESS & DRAINAGE EASEMENT PROPOSED 30' UTILITY, EMERGENCY ACCESS & DRAINAGE EASEMENT 30' 24.06' 12' 44' 12' 40' 17' 8' EXISTING 20' UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT 52' 21' 32' 80' 43.1' 17' 17' 9' �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 MATCHLINE-SEE SHEET C201 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL KEYMAP HARMONY ROAD (R/W WIDTH VARIES) BROOKFIELD DRIVE (51' WIDE R/W) LE FEVER DRIVE (51' WIDE R/W) TIMBERWOOD DRIVE FOSSIL CREEK FOSSIL CREEK FOSSIL CREEK LADY MOON DR. ( R/W WIDTH VARIES) CINQUEFOIL LANE (69' WIDE R/W) CINQUEFOIL LANE (60' WIDE R/W) C200 C201 C202 MATCHLINE-SEE SHEET C202 PAVEMENT PLAN HORIZONTAL CONTROL & �200 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: EXISTING TREES EXISTING FENCE X EXISTING FIRE HYDRANT � � � APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED SITE LIGHTING PROPOSED WATER APPURTENANCES EXISTING RIGHT-OF-WAY NOTES: {1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7.CINQUEFOIL LANE IS CLASSIFIED AS A "MAJOR COLLECTOR" AND LE FEVER DRIVE IS CLASSIFIED AS A "MINOR COLLECTOR" WITH PARKING PER LATEST TRAFFIC IMPACT STUDY BY DELICH ASSOCIATES. 8.THE TWO PROPOSED RIGHT TURN LANES ALONG HARMONY ROAD AT THE INTERSECTION OF LADY MOON DRIVE AND CINQUEFOIL LANE ARE NOT REQUIRED FOR PHASE 1 AND ARE ONLY REQUIRED FOR FULL BUILD OUT PER LATEST TRAFFIC IMPACT STUDY BY DELICH ASSOCIATES. } PROPOSED CONCRETE PROPOSED HEAVY DUTY PAVEMENT SECTION PROPOSED TOP OF POND EXISTING PROPERTY BOUNDARY EXISTING CURB AND GUTTER PROPOSED RIGHT-OF-WAY ELEC VAULT � ELEC VAULT � ELEC VAULT ELEC VAULT TELE �� T S � � � �� ELEC ELEC VAULT T S � M TRAFFIC VAULT � � � �� TRAFFIC VAULT T S ELEC VAULT ELEC VAULT �� ELEC VAULT T S �� ELEC VAULT �� 1 �� . �� 2 �� . �.�. �.�. �� .�. �.�. �.�. �.�. �.�.�.�. �.�. �.�. �.�. �.�. �.�. �.�. �.�. �. �.�. � � � � � � � ELEC VAULT ELEC VAULT ELEC VAULT � � H2O �2� �.�. �� ELEC VAULT � � / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING WOOD BARN WOOD SHED / / / / / / / / / OWNER: ANDERSON, KATHRYN JOY WINCHESTER, ELSIE A / SUSAN P BILL RAY II / LUCAS, SHERI W EXISTING METAL SHED EXISTING WOOD SHED EXISTING METAL SHED HARMONY ROAD LADY MOON DR. CINQUEFOIL LANE LE FEVER DR. TIMBERWOOD DR. CINQUEFOIL LANE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FOSSIL CREEK RESERVOIR INLET DITCH LOT ONE HARMONY TECHNOLOGY PARK, SECOND FILING EXISTING 1 STORY BUILDING EXISTING 110' RIGHT-OF-WAY EXISTING 60' RIGHT-OF-WAY EXISTING 51' RIGHT-OF-WAY EXISTING 93' RIGHT-OF-WAY EXISTING 60' RIGHT-OF-WAY EXISTING 51' RIGHT-OF-WAY �� , �� 23, 2013 �� . & �� . �� 1426 �� ., �� 300 ��, �� 303.499.7795 NOT FOR CONSTRUCTION REVIEW SET ��18 NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 LEGEND: E FO EXISTING STORM SEWER EXISTING FIBER OPTIC EXISTING ELECTRIC EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY Northern Engineering Services, Inc. Date: November, 2012 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC � � � CONTROL IRR 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 3.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THIS DEMOLITION PLAN WITH APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH APPROVED LANDSCAPE DRAWINGS. 4.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL LIGHT FIXTURES, ELECTRICAL EQUIPMENT AND ELECTRICAL LINES WITH THE ELECTRICAL PLANS. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 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 COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 8.ALL SITEWORK AND DEMOLITION WILL BE SELECTIVE AND DEPENDANT ON THE PHASING SCHEDULE. REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK SAWCUT LINE REMOVE EXISTING TREES REMOVE EXISTING IRRIGATION REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / EXISTING GAS G APPROXIMATE LIMITS OF CONSTRUCTION REMOVE EXISTING ASPHALT PAVEMENT X EXISTING RIGHT-OF-WAY EXISTING PROPERTY BOUNDARY EXISTING TELEPHONE T / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL & DEMOLITION PLAN EXISTING CONDITIONS �100 REC. NO. 20080066830 TO BE VACATED BY THIS PLAT 30' TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20080066831 TO BE VACATED BY THIS PLAT NORTH 1 4CORNER SECTION 4-6-68 (FND 3-1/4" ALUMINUM CAP) 3' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY SEPARATE DOCUMENT 38' RIGHT-OF-WAY TO BE DEDICATED BY SEPARATE DOCUMENT REVIEWED BY: G. Gilliland DESIGNED BY: DRAWN BY: SCALE: DATE: 1/23/13 PROJECT: 306-003 Sheet Of 4 Sheets BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS NOTICE : According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown hereon. RANGE: TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 4 CITY OF FORT COLLINS STATE OF COLORADO L. Smith N.A. 4 6N 68 W of the 6th PM PLAT OF BANNER HEALTH MEDICAL CAMPUS A TRACT OF LAND LOCATED IN NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NORTH ( U.S. SURVEY FEET ) 1 inch = ft. 0 XX XX Feet XX XX XX NOTE: THIS SHEET SHOWS ONLY THE LOTS, EASEMENTS AND LOT LINES TO BE VACATED PER THE PLAT OF BANNER HEALTH MEDICAL CAMPUS. UTILITY & DRAINAGE EASEMENT 30' EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT 30' EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT 15' UTILITY EASEMENT OWNER: IMAGO ENTERPRISES INC. LE FEVER DRIVE LADY MOON DRIVE PER HARMONY TECH. PARK 2ND FILING REC. NO. 93075762 & REC. NO. 2001094093 (WIDTH VARIES) 38' RIGHT OF WAY TO BE DEDICATED BY SEPARATE DOCUMENT RECEPTION NO. __________________ 9' UTILITY EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT RECEPTION NO. __________________ 38' 38' OWNER: IMAGO ENTERPRISES INC. EXCEPTED PARCEL "NOT INCLUDED IN THIS SUBDIVISION" 20' UTILITY EASEMENT 20' UTILITY EASEMENT RIGHT-OF-WAY EASEMENT REC. NO. 200202066 3' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. __________________ 9' UTILITY EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. __________________ 9' UTILITY EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. __________________ C 3 6 S68�37'27"W 34.74' C 3 4 N90�00'00"W 123.32' L20 L21 L22 N90�00'00"W 130.46' C 3 1 N00�00'00"E 188.00' C 2 6 N90�00'00"W 85.93' L28 L27 L26 N90�00'00"W 137.99' C 2 4 N11�17'57"E 79.63' C 4 2 N00�00'00"E 32.58' N90�00'00"W 134.83' C 2 8 N11�17'57"E 32.17' C 2 5 N90�00'00"E 255.91' C 2 7 S00�00'00"E 188.00' C 3 0 L17 C 3 9 N00�00'00"E 91.32' C 3 2 N90�00'00"W 249.37' C 2 9 N11�17'57"E 172.99' C 4 1 N00�00'00"E 29.77' L18 C 3 7 S68�37'27"W 34.74' C 3 5 N90�00'00"W 159.25' C 3 3 S00�00'00"E 91.32' C 3 8 L16 L19 L25 L24 L23 160.07' REVIEWED BY: G. Gilliland DESIGNED BY: DRAWN BY: SCALE: DATE: 1/23/13 PROJECT: 306-003 Sheet Of 4 Sheets BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS NOTICE : According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown hereon. RANGE: TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 3 CITY OF FORT COLLINS STATE OF COLORADO L. Smith N.A. 4 6N 68 W of the 6th PM PLAT OF BANNER HEALTH MEDICAL CAMPUS A TRACT OF LAND LOCATED IN NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NORTH ( U.S. SURVEY FEET ) 1 inch = ft. XX 0 XX Feet XX XX XX SET #4 REBAR w/1" PLASTIC CAP, LS 14823 LEGEND BOUNDARY LINE EXISTING RIGHT-OF-WAY EASEMENT LINE LOT LINE PROPOSED RIGHT-OF-WAY FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE SEE SHEET 2 3' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 5.52' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT DRAINAGE EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 30' EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT 30' EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT 36' 9' UTILITY EASEMENT PUBLIC SERVICE COMPANY 10' UTILITY EASEMENT BOOK 1501, PAGE 423 CINQUEFOIL LANE 60' DEED OF DEDICATION BOOK 1623, PAGE 102 60' S89�29'07"E 2631.32' 72.87' S00�30'53"W 30.00' ADDITIONAL RIGHT OF WAY FOR HARMONY ROAD AND CINQUEFOIL LANE 6,977 sq.ft. 0.160 ac 3' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. ___________________ 9' UTILITY EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. __________________ C40 C 1 1 C 1 2 N90�00'00"E 140.63' L12 L11 L10 N90�00'00"E 493.17' C 4 2 N00�00'00"E 32.58' C 2 0 N90�00'00"E 169.78' C 1 7 N45�50'35"E 54.61' C 1 5 L15 L14 L13 N00�00'00"E 319.95' C 1 3 N90�00'00"E 466.47' C 1 6 N00�00'00"E 328.57' C 1 4 N90�00'00"W 138.21' C 2 3 S11�17'57"E 133.08' C 2 2 S00�00'00"E 32.58' C 1 9 N90�00'00"E 169.78' C 1 8 N45�50'35"E 54.61' C 4 1 N00�00'00"E 29.77' C 2 1 N89�48'51"W 54.67' S89�48'51"E 55.48' C 4 6 N00�00'01"W 29.39' C 4 5 N11�17'57"W 113.25' C 4 4 C 4 3 N00�00'00"E 181.13' N89�29'07"W 334.12' N89�35'07"W 135.29' CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 DELTA 92�03'22" 25�20'51" 25�17'53" 7�00'28" 84�56'38" 87�56'17" 59�17'24" 25�20'51" 25�17'53" 89�00'00" 94�32'22" 89�30'36" 90�00'00" 90�00'00" 35�15'57" 45�50'35" 44�09'25" 44�09'25" 90�00'00" 90�00'00" 89�48'51" 11�17'57" 101�36'10" RADIUS 15.00' 600.00' 600.00' 753.00' 10.01' 10.00' 10.00' 638.00' 562.00' 10.00' 15.00' 180.00' 10.00' 10.00' 62.00' 32.00' 62.00' 32.00' 25.00' 25.00' 25.00' 210.00' 150.00' LENGTH 24.10' 265.44' 264.92' 92.10' 14.83' 15.35' 10.35' 282.25' 248.14' 15.53' 24.75' 281.21' 15.71' 15.71' 38.16' 25.60' 47.78' 24.66' 39.27' 39.27' 39.19' 41.41' 266.00' BEARING S44�29'04"W S76�50'28"W S76�48'59"W N04�01'06"E N42�59'46"E S45�30'45"E S59�52'11"W S76�50'28"W S76�48'59"W N46�02'05"W N48�02'14"E N45�31'21"E N45�00'00"E N45�00'00"W N28�12'37"E N22�55'17"E N67�55'17"E N67�55'17"E S45�00'00"E N45�00'00"E N44�54'26"W S05�38'58"E S39�30'10"W CHORD 21.59' 263.28' 262.77' 92.04' 13.51' 13.89' 9.89' 279.95' 246.13' 14.02' 22.04' 253.47' 14.14' 14.14' 37.56' 24.93' 46.61' 24.06' 35.36' 35.36' 35.30' 41.35' 232.49' CURVE TABLE CURVE C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 DELTA 101�17'57" 78�42'03" 90�00'00" 90�00'00" 101�17'57" 101�17'57" 90�00'00" 90�00'00" 90�00'00" 90�00'00" 21�22'33" 21�22'33" 19�49'56" 19�49'56" 25�49'58" 25�49'58" 2�28'18" 11�17'57" 11�17'57" 5�51'17" 79�05'25" 11�17'57" 90�11'08" RADIUS 15.00' 15.00' 50.00' 20.00' 150.00' 180.00' 15.00' 15.00' 15.00' 15.00' 300.00' 330.00' 200.00' 170.00' 135.00' 165.00' 85.00' 180.00' 210.00' 115.00' 15.00' 180.00' 25.00' LENGTH 26.52' 20.60' 78.54' 31.42' 265.20' 318.24' 23.56' 23.56' 23.56' 23.56' 111.92' 123.12' 69.23' 58.84' 60.87' 74.39' 3.67' 35.50' 41.41' 11.75' 20.71' 35.50' 39.35' BEARING N39�21'02"W N50�38'58"E N45�00'00"W S45�00'00"E N39�21'02"W N39�21'02"W S45�00'00"W N45�00'00"W N45�00'00"W S45�00'00"W S79�18'43"W S79�18'43"W S78�32'25"W S78�32'25"W S12�54'59"E N12�54'59"W S83�27'26"E N05�38'58"E N05�38'58"E N87�35'32"W N50�58'28"W N05�38'58"W N45�05'35"E CHORD 23.20' 19.02' 70.71' 28.28' 231.98' 278.38' 21.21' 21.21' 21.21' 21.21' 111.28' 122.40' 68.88' 58.55' 60.35' 73.76' 3.67' 35.44' 41.35' 11.75' 19.10' 35.44' 35.41' NORTHEAST CORNER SECTION 4-6-68 (FND 3-1/4" ALUMINUM CAP) LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 LENGTH 5.52' 4.51' 15.03' 14.30' 26.64' 34.00' 42.21' 1.50' 13.80' 24.00' 20.00' 24.00' 14.00' 20.00' BEARING N00�16'58"W N87�46'26"W S01�32'37"E N89�29'07"W S00�30'53"W N89�26'08"E N00�30'52"E N87�46'26"W S01�32'37"E S00�00'00"E S90�00'00"E N00�00'00"W N89�59'17"W N00�00'43"E LINE TABLE LINE L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 LENGTH 15.05' 10.93' 10.93' 8.10' 8.10' 14.00' 20.00' 14.00' 56.70' 20.00' 57.40' 12.00' 20.00' 12.00' BEARING S89�59'17"E S25�49'58"E N25�49'58"W S88�27'23"W S88�27'23"W N00�00'00"E N90�00'00"W S00�00'00"W S02�32'02"E S87�27'58"W N02�32'02"W S00�00'00"W N90�00'00"W N00�00'00"E REVIEWED BY: G. Gilliland DESIGNED BY: DRAWN BY: SCALE: DATE: 1/23/13 PROJECT: 306-003 Sheet Of 4 Sheets BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS BANNER HEALTH MEDICAL CAMPUS NOTICE : According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown hereon. RANGE: TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 2 CITY OF FORT COLLINS STATE OF COLORADO L. Smith N.A. 4 6N 68 W of the 6th PM PLAT OF BANNER HEALTH MEDICAL CAMPUS A TRACT OF LAND LOCATED IN NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NORTH ( U.S. SURVEY FEET ) 1 inch = ft. 0 Feet SET #4 REBAR w/1" PLASTIC CAP, LS 14823 LEGEND BOUNDARY LINE EXISTING RIGHT-OF-WAY EASEMENT LINE LOT LINE PROPOSED RIGHT-OF-WAY FOUND PROPERTY CORNER AS DESCRIBED XX XX XX XX XX SECTION LINE SEE SHEET 3 paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner. REPAIR GUARANTEE: In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. NOTICE OF OTHER DOCUMENTS: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. SURVEYOR'S STATEMENT I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. __________________________________ Gerald D. Gilliland Colorado Registered Professional Land Surveyor No. 14823 CERTIFICATE OF DEDICATION: The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements. Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached. The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns. ATTORNEY'S CERTIFICATION I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney:________________________________________ Address: ________________________________________ ________________________________________ Registration No.:__________________________________ NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____. ____________________________________________________ City Engineer PLANNING APPROVAL By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____. ____________________________________________________ Director of Planning NOTES: 1) The Basis of Bearings is the North line of the Northeast Quarter of said Section 4 as bearing South 89°29'07" East (assumed bearing). 2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Order Number FCC25111592-3, dated December 13, 2012, prepared by Land Title Guarantee Company, . 3) The lineal unit of measurement for this plat is U. S. Survey Feet. 4) See Sheet 4 of this plat for existing easements to be vacated per the Plat of Banner Health Medical Campus. See Sheet 2 and 3 for existing easements to remain and new easements to be dedicated per this plat. 5) The land that is described in Book 1487, Page 159 is owned by Imago Enterprises. The 30' road right-of-way as set out in Warranty Deed is hereby vacated by owner with this plat. 6) The land that is described in Reception No. 88006278 is owned by Imago Enterprises. The 60' road right-of-way as set out in Warranty Deed is hereby vacated by owner with this plat. OWNER:IMAGO ENTERPRISES, INC., a Colorado Corporation By: ________________________________ Lester M. Kaplan, President STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by Lester M. Kaplan as President of Imago Enterprises, Inc., a Colorado Corporation Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned owner(s) of the following described land: A tract of land located in the Northeast Quarter of Section 4, Township 6 North, Range 68 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the North line of the Northeast Quarter of said Section 4 as bearing South 89°29'07" East and with all bearings contained herein relative thereto: COMMENCING at the North Quarter Corner of said Section 4; thence along the North line of the Northeast Quarter of Section 4, South 89° 29' 07" East, 72.87 feet; thence, South 00° 30' 53" West, 30.00 feet to the South right-of-way line of Harmony Road, said point being the POINT OF BEGINNING; thence along said South right-of-way line, South 89° 29' 07" East, 228.11 feet; thence, North 00° 16' 58" West, 5.52 feet; thence, South 89° 34' 54" East, 263.61 feet; thence, South 89° 28' 54" East, 333.42 feet; thence departing said South right-of-way line, South 01° 32' 37" East, 1226.59 feet; thence, North 87° 46' 26" West, 4.51 feet; thence, South 01° 32' 37" East, 15.03 feet; thence along a curve concave to the Northwest having a central angle of 92° 03' 22", a radius of 15.00 feet, an arc length of 24.10 feet, and the chord of which bears South 44° 29' 04" West, 21.59 feet; thence, North 89° 29' 07" West, 14.30 feet; thence, South 00° 30' 53" West, 26.64 feet; thence, South 89° 30' 53" West, 54.66 feet; thence along a curve concave to the South having a central angle of 25° 20' 51", a radius of 600.00 feet, an arc length of 265.44 feet, and the chord of which bears South 76° 50' 28" West, 263.28 feet; thence, South 64° 10' 02" West, 101.58 feet; thence along a curve concave to the North having a central angle of 25° 17' 53", a radius of 600.00 feet, an arc length of 264.92 feet, and the chord of which bears South 76° 48' 59" West, 262.77 feet; thence, South 89° 27' 55" West, 198.96 feet to a point on the West line of the Northeast Quarter of said Section 4; thence along said West line, North 01° 32' 05" West, 983.54 feet; thence departing said West line, North 89° 26' 08" East, 34.00 feet; thence, North 01° 32' 05" West, 211.00 feet; thence, North 07° 31' 20" East, 113.45 feet; thence along a curve concave to the West having a central angle of 07° 00' 28", a radius of 753.00 feet, an arc length of 92.10 feet, and the chord of which bears North 04° 01' 06" East, 92.04 feet; thence, North 00° 30' 52" East, 42.21 feet; thence along a curve concave to the Southeast having a central angle of 84° 56' 38", a radius of 10.01 feet, an arc length of 14.83 feet, and the chord of which bears North 42° 59' 46" East, 13.51 feet to the Point of Beginning The above described area contains 1,213,891 square feet or 27.867 acres more or less and is subject to all easements and rights-of-way now on record or existing. For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this Plat to be known BANNER HEALTH MEDICAL CAMPUS (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land. PLAT OF BANNER HEALTH MEDICAL CAMPUS A TRACT OF LAND LOCATED IN NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SIGHT DISTANCE EASEMENT: The sight distance easement is an easement required by the City at some street intersections where it is necessary to protect the line of sight for a motorist needing to see approaching traffic and to react safely for merging their vehicle into the traffic flow. The following are requirements for certain objects that may occupy a sight distance easement for level grade: (1) Structures and landscaping within the easement shall not exceed 24 inches in height with the following exceptions: (a) Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for motorists. (b) Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion thereof or leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such that they do not obstruct line of sight for motorists. Deciduous trees with trunks large enough to obstruct line of sight for motorists shall be removed by the owner. For non-level areas these requirements shall be modified to provide the same degree of visibility. SITE VICINITY MAP NORTH 1"=2000' seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage and Erosion Control Report for Banner Health Medical Campus dated January 23, 2013, by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins benchmark 7-01 Located on the north side of Harmony Road on an irrigation structure approx. 100 ft. west of the west curb line of the east entrance to HP, Elevation= 4911.33 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: None. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. 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 Preliminary Drainage and Erosion Control Report for Banner Health Medical Campus dated January 23, 2013, by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. All sanitarysewer construction shall conform to the South Fort Collins Sanitation District standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CONSTRUCTION NOTES GENERAL & �001 REVIEW SET ��18 CONTACT INFORMATION PROJECT TEAM: BHA Design Incorporated 1603 Oakridge Drive Fort Collins, CO 80525-6249 (970) 223-7577 Boulder Associates 1426 P�� S�� B��, CO 80302 (303) 499-7795 GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-----Doug Martine (970) 224-6152 CABLE------------- Xfinity-----------------------------------------Don Kapperman (970) 567-0245 TELECOM.--------Centurylink Local Network-------------- Robert Rulli (970) 490-7503 WATER------------ City of Fort Collins Utilities--------------Roger Buffington (970) 221-6854 WASTEWATER--South Fort Collins Sanitation District-Terry Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 221-6700 FIBER OPTICS- Level III---------------------------------------Rick Miller (720) 888-7568 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. Kumar & Associates, Inc. 2390 South Lipan Street Denver, Colorado 80223 (303) 742-9700 PHONE NUMBER Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 ** The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL VICINITY MAP NORTH 1"=2000' GEOTECHNICAL ENGINEER SUBSURFACE UTILITY LOCATES** BUILDING ARCHITECT CIVIL ENGINEER/SURVEYOR BENCHMARK: City of Fort Collins 7-01 -north side of Harmony Road on an irrigation structure approx. 100 ft. west of teh west curb line of the east entrance to HP, elevation 4911.33 Basis of Bearings Basis of Bearings is the West line of the Northeast Quarter of Section 4-6-68 as bearing N01�32'05"W and monumented as shown on drawing (assumed bearing) . Northern Engineering Services, Inc NE Project No. 306-003 Date: November, 2012 ORIGINAL FIELD SURVEY BY: Kumar & Associates, Inc. "GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN PROPOSED HARMONY ROAD MEDICAL CENTER SOUTHEAST CORNER OF HARMONY ROAD AND LADY MOON DRIVE FORT COLLINS, COLORADO" Terracon Project No. 12-1-490 Revised Date : November 21, 2012 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX BANNER HEALTH MEDICAL CAMPUS A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (4617 & 4808 LADY MOON DRIVE) Banner Health 1801 16�� S�� G��, CO 80631 (970) 378-3951 DEVELOPER/APPLICANT C000 COVER SHEET C001 GENERAL & CONSTRUCTION NOTES SUBDIVISION PLAT (FOR REFERENCE ONLY) C100 EXISTING CONDITIONS & DEMOLITION PLAN C200-C201 HORIZONTAL CONTROL & PAVEMENT PLAN C300 OVERALL UTILITY PLAN C301-C302 SITE UTILITY PLAN C400 OVERALL GRADING PLAN C401-C402 SITE GRADING PLAN C500-C501 LE FEVER DRIVE PLAN & PROFILES C502-C503 CINQUEFOIL LANE PLAN & PROFILES C504 HARMONY ROAD IMPROVEMENT PLAN C505 HARMONY ROAD GRADING PLAN C600 DRAINAGE EXHIBIT Mr. Terry W. Farrill, P.E., District Engineer Mr. Michael D. DiTullio, Manager Fort Collins - Loveland Water District South Fort Collins Sanitation District Date Date All changes, addendum, additions, deletions and modifications to these drawings must be approved in writing, by the Fort Collins - Loveland Water District and the South Fort Collins Sanitation District. Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 TRAFFIC ENGINEER COVER SHEET �000