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Home My WebLink AboutREGENCY LAKEVIEW - PDP & APU - PDP120013 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSDRAKE RD. S.LEMAY AVE. STOVER ST. BROOKWOOD DR. LAKESHORE DR. E. SWALLOW RD. COLUMBIA RD. PARKWOOD DR. OXFORD LN. EASTWOOD DR. STANFORD RD. CAMELOT DR. WILLIAMS LAKE NELSON RESERVOIR WOODWARD GOVENOR DRAKE RD. FOOTHILLS BASIN SPRING CREEK BASIN C000 COVER SHEET N.A. K. Brazelton NTS 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 JUNE, 2012 UTILITY PLANS FOR No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 C001 GENERAL & CONSTRUCTION NOTES N.A. K. Brazelton N/A A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these DRAKE RD. S.LEMAY AVE. STOVER ST. BROOKWOOD DR. LAKESHORE DR. E. SWALLOW RD. COLUMBIA RD. PARKWOOD DR. OXFORD LN. EASTWOOD DR. STANFORD RD. CAMELOT DR. WILLIAMS LAKE NELSON RESERVOIR WOODWARD GOVENOR DRAKE RD. FOOTHILLS BASIN SPRING CREEK BASIN REVIEWED BY: G. Gilliland CLIENT: REGENCY DRAWN BY: SCALE: DATE: 6/13/12 PROJECT: 665-001 Sheet Of 2 Sheets REGENCY LAKEVIEW REGENCY LAKEVIEW REGENCY LAKEVIEW 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 RANGE: hereon. 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 SECTION 30, T 7 N, R 68 W CITY OF FORT COLLINS, COLORADO L. Smith N.A. 30 68 W of the 6th PM � VICINITY MAP 1"=2000' MAINTENANCE GUARANTEE: 6' UTILITY EASEMENT FND PK NAIL IN CONCRETE FENCE POST FND #4 REBAR, NO CAP 0.7' FROM TRUE POSITION NW CORNER SECTION 30-7-68 FND. 3" ALUMINUM MONUMENT IN RANGE BOX PLS 20123 15' UTILITY EASEMENT 6' UTILITY EASEMENT LOT 10 OWNER: PELKEY, SCOTT HOWE, CHARLES LOT 9 OWNER: BEANER, ROGER W/ JOANN E LOT 8 OWNER: KENNING, MARK R/ DIANE L LOT 7 OWNER: RAVENSCHLAG, RALPH W/ CHERYL E LOT 6 OWNER: MT. VERNON INVESTMENT GROUP LLC SILVERWOOD VILLAGE SECOND FILING ELDORADO SPRINGS SECOND FILING LOT 104 OWNER: RICHARDSON, DONALD L/ MARILYN J LOT 105 OWNER: BACKES, KARI K LOT 106 OWNER: LEWIS, ANDREW/ S JUANETTE LOT 108 OWNER: GRIDER, DAN A, THE WILD ROSE REVOCABLE EAST DRAKE ROAD ELEC ELEC WV WV H Y D H Y D CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT CONTROL IRR T C C CT C T C CONTROL IRR CONTROL IRR S S S PRIVATE DRIVE LEMAY AVENUE LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 SILVERWOOD VILLAGE SECOND FILING ELDORADO SPRINGS SECOND FILING LOT 104 LOT 105 LOT 106 LOT 108 LOT 109 LOT 110 LOT 111 EASTBOROUGH TRACT A OWNER: CITY OF FORT COLLINS LOT 133 LOT 131 LOT 132 EXISTING 6' UTILITY EASEMENT ELEC ELEC WV H Y D CABLE VAULT CT C T C LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 SILVERWOOD VILLAGE SECOND FILING LOT 104 LOT 105 S S BUILDING B BUILDING E BUILDING B BUILDING E 2 3 4 5 3-STORY 3-STORY 3-STORY 3-STORY 2-STORY 2-STORY 22 �� 22 �� 22 �� 23 �� CLUBHOUSE POOL 2-STORY BUILDING A 1 2-STORY 2-STORY S S S S S F F F F F W EAST DRAKE ROAD PRIVATE ACCESS DRIVE 30' EMERGENCY WV H Y D CONTROL IRR T C C ELDORADO SPRINGS SECOND FILING LOT 106 LOT 108 LOT 109 LOT 110 LOT 111 EASTBOROUGH TRACT A LOT 133 OWNER: CITY OF FORT COLLINS LOT 131 LOT 132 25 DWELLING UNITS 22 DWELLING UNITS 3-STORY 3-STORY BUILDING D BUILDING B 3-STORY 25 DWELLING UNITS 14 DWELLING UNITS 2-STORY BUILDING C BUILDING D 6 7 8 9 S S S S F W F F F W W PRIVATE ACCESS DRIVE 20' UTILITY EASEMENT 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT 20' UTILITY EASEMENT EXISTING 6' UTILITY EASEMENT EXISTING 6' UTILITY EASEMENT 30' EMERGENCY ACCESS EASEMENT LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. C301 BUILDING B BUILDING E BUILDING B BUILDING E 2 3 4 5 3-STORY 3-STORY 3-STORY 3-STORY 2-STORY 2-STORY 22 �� 22 �� 22 �� 23 �� CLUBHOUSE POOL 2-STORY BUILDING A 1 2-STORY 2-STORY LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 SILVERWOOD VILLAGE SECOND FILING LOT 104 FFE=75.2� LOT 105 FFE=74.5� FFE=75.2� FFE=76.0� FFE=76.9� FFE=71.3� FFE=72.6� FFE=71.8� FFE=73.0� EAST DRAKE ROAD PRIVATE ACCESS DRIVE 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT A-A LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. EXISTING CHURCH BUILDING SECTION A-A C400 OVERALL GRADING PLAN K Brazelton K. Brazelton 25 DWELLING UNITS 22 DWELLING UNITS 3-STORY 3-STORY BUILDING D BUILDING B 3-STORY 25 DWELLING UNITS 14 DWELLING UNITS 2-STORY BUILDING C BUILDING D 6 7 8 9 ELDORADO SPRINGS SECOND FILING LOT 106 LOT 108 LOT 109 LOT 110 LOT 111 EASTBOROUGH TRACT A LOT 133 OWNER: CITY OF FORT COLLINS LOT 131 LOT 132 FFE=76.0� FFE=73.5� FFE=70.9� FFE=70.4� FFE=70.4� FFE=70.0� FFE=70.0� FFE=69.6� FFE=74.3� FFE=73.5� PRIVATE ACCESS DRIVE C-C B-B LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT SECTION B-B SECTION C-C C401 OVERALL GRADING PLAN K Brazelton K. Brazelton 1"=30' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: BUILDING B BUILDING E BUILDING B BUILDING E 2 3 4 5 3-STORY 3-STORY 3-STORY 3-STORY 2-STORY 2-STORY 22 �� 22 �� 22 �� 23 �� 25 DWELLING UNITS 22 DWELLING UNITS 3-STORY 3-STORY BUILDING D BUILDING B 3-STORY 25 DWELLING UNITS 14 DWELLING UNITS 2-STORY BUILDING C BUILDING D CLUBHOUSE POOL 2-STORY BUILDING A 1 6 7 8 9 2-STORY 2-STORY LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 SILVERWOOD VILLAGE SECOND FILING ELDORADO SPRINGS SECOND FILING LOT 104 LOT 105 LOT 106 LOT 108 LOT 109 LOT 110 LOT 111 EASTBOROUGH TRACT A OWNER: CITY OF FORT COLLINS LOT 133 LOT 131 LOT 132 EAST DRAKE ROAD PRIVATE DRIVE FFE=74.3� FFE=76.0� FFE=73.5� FFE=69.6� FFE=70.0� FFE=70.0� FFE=70.4� FFE=70.4� FFE=70.9� FFE=71.3� FFE=72.6� FFE=71.8� FFE=73.0� FFE=76.0� FFE=76.9� FFE=74.5� FFE=75.2� FFE=75.2� FFE=73.5� B1 2.66 ac B1 B2 4.92 ac B2 B3 B3 10.81 ac OS1 0.61 ac OS1 OS2 0.30 ac OS2 LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. OWNER: CHRIST CENTER COMMUNITY CHURCH EXISTING CHURCH BUILDING NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 C500 DRAINAGE EXHIBIT K. Brazelton K. Brazelton 1"=50' LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER NOTES: PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR REGENCY LAKEVIEW' BY NORTHERN ENGINEERING, DATED APRIL 18, 2012 FOR ADDITIONAL INFORMATION. B2 1.45 ac Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BASIN B POND SUMMARY VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) POND INVERT 100-YEAR WATER SURFACE POND SPILL ELEV. BASIN B 4.81 5.33 4962.49 4967.55 4968.00 T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C10 C100 10-�� T� (��) 100-�� T� (��) Q10 (��) Q100 (��) B1 B1 2.66 0.89 1.00 8.4 7.6 9.7 22.8 B2 B2 4.92 0.95 1.00 10.1 9.7 17.6 38.7 B3 B3 10.81 0.66 0.83 8.5 8.0 28.8 75.2 OS1 OS1 0.61 0.33 0.42 5.0 5.0 1.0 2.5 OS2 OS2 0.30 0.42 0.53 5.0 5.0 0.6 1.6 DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL NOTES: PROPOSED STORM INLET CURB & GUTTER PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 { 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.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.} 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBC - 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 PROPOSED STORM MANHOLE A-A PROPOSED CROSS SECTION NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS C400 MATCHLINE-SEE SHEET C400 C401 1"=30' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 MATCHLINE-SEE SHEET C401 KEYMAP NTS C400 C401 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL NOTES: PROPOSED STORM INLET CURB & GUTTER PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 { 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.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.} 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBC - 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 PROPOSED STORM MANHOLE A-A PROPOSED CROSS SECTION OVERALL UTILITY PLAN K. Brazelton K. Brazelton 1"=30' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS C300 C301 PROPERTY BOUNDARY/R.O.W. EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT � � � EASEMENT LINE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROPOSED IRRIGATION CURB IR STOP & METER PIT � 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.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 3.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 8.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE FOR 1-1/2" AND 2-INCH SERVICES. 9.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL PLANS. { 10.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON THESE PLANS.} MATCHLINE-SEE SHEET C300 ACCESS EASEMENT 20' UTILITY EASEMENT 34' ACCESS & EMERGENCY ACCESS EASEMENT 20' UTILITY EASEMENT 30' EMERGENCY ACCESS EASEMENT 20' UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT EXISTING 6' UTILITY EASEMENT LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. EXISTING CHURCH BUILDING 35' UTILITY EASEMENT C300 OVERALL UTILITY PLAN K. Brazelton K. Brazelton 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 KEYMAP NTS C300 C301 PROPERTY BOUNDARY/R.O.W. EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT � � � EASEMENT LINE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROPOSED IRRIGATION CURB IR STOP & METER PIT � 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.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 3.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 8.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE FOR 1-1/2" AND 2-INCH SERVICES. 9.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL PLANS. { 10.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON THESE PLANS.} MATCHLINE-SEE SHEET C301 EXISTING 15' UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT EXISTING 6' UTILITY EASEMENT LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. OWNER: CHRIST CENTER COMMUNITY CHURCH EXISTING CHURCH BUILDING No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 06/13/12 PROJECT: 665-001 Sheet Of 8 Sheets REGENCY LAKEVIEW E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 C100 & DEMOLITION PLAN EXISTING CONDITIONS K. Brazelton K. Brazelton 1"=50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING ELECTRIC EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY Northern Engineering Services, Inc. Date: July 12, 2011 EXISTING 27" SANITARY SEWER EXISTING WATER EXISTING FENCE EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 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 VAULT ELEC � � � CONTROL IRR 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. {3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS ASSOCIATED WITH THE EXISTING BUILDING INCLUDING, BUT NOT LIMITED TO, BUILDING INTERIORS, BUILDING EXTERIORS, AWNINGS, OVERHANGS, FOUNDATIONS, ALL EQUIPMENT AND UTILITIES ATTACHED TO STRUCTURES, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL RECOMMENDATIONS FOR ALL BACKFILL REQUIREMENTS. 5.VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHALL BE STRIPPED AND REMOVED PER PROJECT SPECIFICATIONS. 6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS. } 7.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{ }8.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{ 9.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. 10.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR UNDERGROUND UTILITIES. 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 FOR THIS PROJECT. REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING CURB REMOVE EXISTING ASPHALT PAVEMENT SAWCUT LINE REMOVE EXISTING STRUCTURE REMOVE EXISTING TREES REMOVE EXISTING STORM SEWER REMOVE EXISTING WATER REMOVE EXISTING UNDERGROUND ELECTRIC TRUST LOT 109 OWNER: DU CHATEAU, PAUL C/SARA J LOT 110 OWNER: VANDER WILT, DOUGLAS W/ LOIS K LOT 111 OWNER: HOLMES, RICHARD L/ SHARON M EASTBOROUGH TRACT A OWNER: CITY OF FORT COLLINS LOT 133 OWNER: ROSCHKE FAMILY TRUST LOT 132 OWNER: KLINEDINST, NICHOLAS J/TARA C LOT 131 OWNER: JORISSEN, DAVID W WILBUR, WENDY P DRAKE ROAD (ROW PER PARKWOOD FIRST FILING & FIRST CHRISTIAN CHURCH P.U.D.) FND #4 REBAR w/PLASTIC CAP LS 14823 Delta= 92�07'18" R=20.52' L=32.99' Dir= N45�41'48"W Chord= 29.55' N00�10'26"W 144.52' Delta= 36�37'09" R=20.50' L=13.10' Dir= N18�29'00"W Chord= 12.88' N52�26'16"E 18.65' N00�19'47"E 165.19' Delta= 45�17'40" R=70.00' L=55.34' Dir= N22�58'37"E Chord= 53.91' Delta= 45�08'43" R=80.00' L=63.03' Dir= N23�03'06"E Chord= 61.42' N00�28'44"E 77.70' Delta= 21�07'56" R=100.00' L=36.88' Dir= N10�05'14"W Chord= 36.67' N69�59'57"E 274.42' Delta= 19�56'06" R=838.55' L=291.76' Dir= N79�57'58"E Chord= 290.29' S00�18'18"W 989.72' 1043.15' S89�46'12"W 50.09' S89�46'12"W 686.14' LEMAY AVENUE DRAINAGE EASEMENT (SHADED AREA) 20' DRAINAGE EASEMENT (SHADED) 20' DRAINAGE EASEMENT (SHADED) 20' DRAINAGE EASEMENT (SHADED) 20' DRAINAGE EASEMENT (SHADED) 30' ACCESS & EMERGENCY ACCESS EASEMENT (HATCHED) 30' ACCESS & EMERGENCY ACCESS EASEMENT (HATCHED) 24' ACCESS & EMERGENCY ACCESS EASEMENT (HATCHED) 30' ACCESS & EMERGENCY ACCESS EASEMENT (HATCHED) 30' ACCESS & EMERGENCY ACCESS EASEMENT REC. NO. ______________ EMERGENCY ACCESS EASEMENT REC. NO. ______________ EMERGENCY ACCESS EASEMENT REC. NO. ______________ DRAINAGE EASEMENT BY SEPARATE DOCUMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT UTILITY EASEMENT REC. NO. ______________ 30' UTILITY EASEMENT 20' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 20' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 10' UTILITY EASEMENT UTILITY EASEMENT 35' UTILITY EASEMENT 20' UTILITY EASEMENT 10' UTILITY EASEMENT 20' UTILITY EASEMENT LOT 1 BLOCK 1 489,268 SQ. FT. 11.232 AC. LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. EXCEPTED PARCEL "NOT INCLUDED IN THIS SUBDIVISION PLAT" NW CORNER LOT 10 NE CORNER LOT 1 FND #4 REBAR w/PLASTIC CAP LS 14823 S00�03'54"E (R) S89�24'00"W (R) N79�35'46"E (R) N69�37'43"E (R) 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT TRANSIT EASEMENT SIGHT DISTANCE EASEMENT SIGHT DISTANCE EASEMENT REC. NO. ______________ S00�13'48"E 2639.25' N00�36'00"W (R) (BASIS OF BEARINGS) WEST LINE OF THE NORTHWEST QUARTER SECTION 30-7-68 S89�46'12"W 520.15' N20�39'11"W 137.99' N00�23'19"E 144.35' WEST QUARTER CORNER SECTION 30-7-68 FND. 3" ALUMINUM MONUMENT IN CONCRETE PLS 20123 REVIEWED BY: G. Gilliland CLIENT: REGENCY DRAWN BY: SCALE: DATE: 6/13/12 PROJECT: 665-001 Sheet Of 2 Sheets REGENCY LAKEVIEW REGENCY LAKEVIEW REGENCY LAKEVIEW 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 RANGE: hereon. 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 SECTION 30, T 7 N, R 68 W CITY OF FORT COLLINS, COLORADO L. Smith N.A. 30 68 W of the 6th PM PLAT OF REGENCY LAKEVIEW BEING A REPLAT OF A PORTION OF FIRST CHRISTIAN CHURCH P.U.D. LOCATED IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NORTH (US SURVEY FEET) LEGEND PLATTED BOUNDARY LINE EASEMENT LINE LOT LINE EXISTING RIGHT-OF-WAY SECTION CORNER FOUND CORNER AS DESCRIBED RIGHT-OF-WAY SECTION LINE SET #4 REBAR, 16" LONG, WITH 1" DIA. PLASTIC CAP, LS 14823 ( IN FEET ) 1 inch = ft. 0 Feet SET NAIL & SHINER, LS 14823 XX XX XX XX XX (R) RECORDED BEARINGS POINT OF BEGINNING 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 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 West line of the Northwest Quarter, Section 30, Township 6 North, Range 68 West of the 6th P.M. as bearing South 00°13'48" East (assumed bearing). 2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon File Number NCS-493378-CO, dated June 17, 2011, prepared by First American Title Insurance Company. 3) Subject to First Christian Church, P.U.D. Subdivision Agreement with the City of Fort Collins, dated October 10, 1980. OWNER: BY:_________________________________ STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by _____________________________________________, Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all men by these presents, that the undersigned owner(s) of the following described land: A tract of land located in the Northwest Quarter of Section 30, Township 7 North, Range 68 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the West line of the Northwest Quarter of said Section 30 as bearing South 00°13'48" East and with all bearings contained herein relative thereto: COMMENCING at the Northwest corner of said Section 30; thence along the West line of said Northwest Quarter, South 00°13'48" East, 1043.15 feet; thence, South 89°46'12" West, 50.09 feet to the easterly right-of-way line of Lemay Avenue; thence, South 89°46'12" West, 686.14 feet to the POINT OF BEGINNING, thence, North 00°23'19" East, 144.35 feet; thence along a curve concave to the Southwest, having a central angle of 92°07'18" with a radius of 20.52 feet, an arc length of 32.99 feet, and the chord of which bears North 45°41'48" West, 29.55 feet; thence, North 00°10'26" West, 144.52 feet; thence along a curve concave to the Southwest, having a central angle of 36°37'09" with a radius of 20.50 feet, an arc length of 13.10 feet, and the chord of which bears North 18°29'00" West, 12.88 feet; thence, North 52°26'16" East, 18.65 feet; thence, North 00°19'47" East, 165.19 feet; thence along a curve concave to the Southeast, having a central angle of 45°17'40" with a radius of 70.00 feet, an arc length of 55.34 feet, and the chord of which bears North 22°58'37" East, 53.91 feet; thence along a curve concave to the Northwest, having a central angle of 45°08'43" with a radius of 80.00 feet, an arc length of 63.03 feet, and the chord of which bears North 23°03'06" East, 61.42 feet; thence, North 00°28'44" East, 77.70 feet; thence along a curve concave to the Southwest, having a central angle of 21°07'56" with a radius of 100.00 feet, an arc length of 36.88 feet, and the chord of which bears North 10°05'14" West, 36.67 feet; thence, North 20°39'11" West, 137.99 feet to a point on the southerly right-of-way line of Drake Road; thence along said southerly line, North 69°59'57" East, 274.42 feet; thence along a curve concave to the South, having a central angle of 19°56'06" with a radius of 838.55 feet, an arc length of 291.76 and the chord of which bears North 79°57'58" East, 290.29 feet; thence, South 00°18'18" West, 989.72 feet; thence, South 89°46'12" West, 520.15 feet to the Point of Beginning, contains 11.232 acres, more or less. 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 as REGENCY LAKEVIEW (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 REGENCY LAKEVIEW BEING A REPLAT OF A PORTION OF FIRST CHRISTIAN CHURCH P.U.D. LOCATED IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SITE plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for Regency Lakeview dated April 18, 2012 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 18-92 Located on the north side of East Drake Road east of Silver Creek Drive, on top of a storm manhole. Elevation=4966.96 City of Fort Collins benchmark 19-92 Located on the southwest corner of East Drake Road and Lemay Avenue, on top of a sanitary sewer pump station. Elevation= 4975.21 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: (The following is a proposedvariance, requested in a letter to the Local Entity Engineer dated 06.08.12.) EAST DRAKE ROAD: sight distance requirements. 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 for Regency Lakeview dated April 18, 2012 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 and sanitary sewer construction shall conform to the Fort Utility 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. 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 �� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 06/13/12 F�� C��, C�� 80524 CONTACT INFORMATION PROJECT TEAM: Ripley Design, Inc. Linda Ripley, ULI, ASLA 401 West Mountain Avenue Fort Collins, Colorado 80521 (970) 224-5828 Regency Lakeview, LLC Lisa Evans 8390 E. Crescent Parkway, Suite 650 Greenwood Village, CO 80111 (303) 268-8376 GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. CTL Thompson, Inc. Ronald McOmber, PE 351 Linden Street, Suite 140 Fort Collins, Colorado 80524 (970) 206-9455 PHONE NUMBER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT 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: Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 TRAFFIC & TRANSPORTATION ENGINEERING 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** DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR TRAFFIC ENGINEER BENCHMARK #1: City of Fort Collins Benchmark 18-92 Located on the north side of East Drake Road east of Silver Creek Drive, on top of a storm manhole. Elevation= 4966.96 BENCHMARK #2: City of Fort Collins Benchmark 19-92 Located on the southwest corner of East Drake Road and Lemay Avenue, on top of a sanitary sewer pump station. Elevation= 4975.21 Basis of Bearings The Basis of Bearings is the West line of the Northwest Quarter, Section 30, Township 7 North, Range 68 West of the 6th P.M. as bearing South 00°13'48" East (assumed bearing). Northern Engineering Services, Inc NE Project No. 665-001 Date: July 12, 2011 ORIGINAL FIELD SURVEY BY: CTL Thompson, Inc. "PRELIMINARY GEOTECHNICAL INVESTIGATION REGENCY MULTI-FAMILY RESIDENTIAL" CTL Project No. FC05622-115 Date: August 24, 2011 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX C000 COVER SHEET C001 GENERAL AND CONSTRUCTION NOTES C100 EXISTING CONDITIONS & DEMOLITION PLAN OVERALL GRADING PLAN C300-C301 C400-C401 OVERALL UTILITY PLAN C200 SUBDIVISION PLAT (FOR REFERENCE ONLY) C500 DRAINAGE EXHIBIT (RESERVED FOR FUTURE USE) REGENCY LAKEVIEW BEING A REPLAT OF FIRST CHRISTIAN CHURCH P.U.D. LOCATED IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Christ Center Community Church 2700 Lemay Avenue Fort Collins, CO 80525 (970) 223-5770 OWNER