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Home My WebLink AboutNORTHFIELD FILING 1 EXPANDED - FDP190012 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 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 LOCAL ENTITY. 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 LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY 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 LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY 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 LOCAL ENTITY, 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 SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY 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 CONTRACTOR 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 LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, 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 MATCHLINE SEE SHEET 5 MATCHLINE SEE SHEET 4 LAKE CANAL SNYDER, RICHARD F SCHLAGEL, DONALD E /CHERYL D SCHLAGEL, LEONARD L /JUNE S UNTERBERGER, LORIN Graham, John C/Ginger L N. LEMAY AVENUE KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS PROVIDED BY OTHERS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY REDWOOD STREET LAKE CANAL DRY CREEK MATCHLINE SEE SHEET 3 MATCHLINE SEE SHEET 5 SNYDER, RICHARD F TRACT A, REDWOOD VILLAGE PUD PHASE II ROCKY MOUNTAIN RAPTOR PROGRAM SNYDER, RICHARD F KEY MAP NTS N W E S NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS PROVIDED BY OTHERS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE N. LEMAY AVENUE MATCHLINE SEE SHEET 3 MATCHLINE SEE SHEET 4 SWARTZ, DAVID A, MILCAN, SUSAN MARIE LOT 29 ARREOLA, MANUEL L LOT 30 CUSACK, JOAN E LOT 37 EMMERICH, KARLA J LOT 41 Tallent, Charles G / Tami A BAZOIN-LAPPARTIENT, ANDREA MARIE, GREGORY C LOT 40 MONDRAGON, LUCY V / CHRISTINA M, LOT 28 ALTA VISTA SUBDIVISION Graham, John C/Ginger L Kederike Lemay, LLC ROCKY MOUNTAIN RAPTOR PROGRAM ALTA VISTA STREET MARTINEZ STREET MATCHLINE SEE SHEET 6 KEY MAP NTS N W E S NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS PROVIDED BY OTHERS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE MAIN STREET MATCHLINE SEE SHEET 5 ROCKY MOUNTAIN RAPTOR PROGRAM ALTA VISTA SUBDIVISION N. LEMAY AVENUE E. VINE DRIVE ALTA VISTA STREET E. VINE DRIVE NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS PROVIDED BY OTHERS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) LAKE CANAL DITCH MATCHLINE SEE SHEET 8 N. LEMAY AVENUE COLLAMER DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET Block 2 Block 1 Block 3 Block 7 Block 6 Block 5 Block 8 B lock 14 Block 22 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 LAKE CANAL DITCH MATCHLINE SEE SHEET 7 SCHLAGEL STREET E. SUNIGA ROAD REDWOOD STREET MATCHLINE SEE SHEET 9 Block 21 Lot 1 Tract S (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access Easement) Tract U (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) STEELEY DRIVE Lot 1 Lot 2 Lot 3 Lot 4 Block 20 Bldg 2b Bldg 1b Bldg 14a Bldg 4a Bldg 2a Bldg 3a Bldg 5a Bldg 1a Bldg 6a Bldg 7a Bldg 8a Bldg 9a Bldg 1d Drive 'J' Drive 'J' Drive 'F' STEELEY DRIVE DRY CREEK SNYDER, RICHARD F TRACT A, REDWOOD VILLAGE PUD PHASE II ROCKY MOUNTAIN RAPTOR PROGRAM SNYDER, RICHARD F Tract V (Drainage, Utility, & Private Access Easement) KEY MAP NTS MATCHLINE SEE SHEET 7 N. LEMAY AVENUE E. SUNIGA ROAD LANDMARK WAY MATCHLINE SEE SHEET 8 RAIN GARDEN Tract W (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract R (Drainage, Utility, & Private Access Easement) Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 20 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 16 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 17 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 15 Lot 1 Lot 2 Lot 3 Lot 4 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD LINE AND CURVE TABLES 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 10 98 LAKE CANAL DITCH DRY CREEK LAKE CANAL DITCH N. LEMAY AVENUE COLLAMER DRIVE PIONEER TRAIL ROAD LANDMARK WAY N. LEMAY AVENUE SCHLAGEL STREET Pond B3 Pond A2 Pond B1 Pond A1 Pond D Pond C Pond B2 BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 0 100' 100 50 100 200 SCALE: 1" = N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO AE AG AH AG AE AH AF LAKE CANAL DITCH MATCHLINE SEE SHEET 14 MATCHLINE SEE SHEET 13 N. LEMAY AVENUE COLLAMER DRIVE PIONEER TRAIL ROAD LANDMARK WAY Tract F (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) SCHLAGEL STREET 4956.38 FEET 4956.38 FEET STA: 139+11 STA: 139+11 4954.08 FEET STA: 127+80 4954.08 FEET STA: 127+80 4952.98 FEET STA: 122+37 4951.84 FEET STA: 118+01 4951.84 FEET STA: 118+01 Block 2 Block 1 Block 3 Block 7 Block 6 Block 5 Block 8 Block 14 Block 22 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 AH AI AI AJ AJ AK AI AH LAKE CANAL DITCH DRY CREEK E. SUNIGA ROAD MATCHLINE SEE SHEET 12 MATCHLINE SEE SHEET 14 STEELEY DRIVE REDWOOD STREET Tract S (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access Easement) Tract U (Drainage, Utility, & Private Access Easement) 4956.38 FEET STA: 139+11 4960.48 FEET STA: 144+91 4960.48 FEET STA: 144+91 4960.77 FEET STA: 147+32 4961.25 FEET STA: 149+48 4956.38 FEET STA: 139+11 A A B B Block 21 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Block 20 Pond C Tract T (Drainage, Utility, & Private Access Easement) KEY MAP NTS N AE AF AG E. SUNIGA ROAD MATCHLINE SEE SHEET 12 MATCHLINE SEE SHEET 13 LANDMARK WAY N. LEMAY AVENUE RAIN GARDEN D1 Tract W (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) 4954.08 FEET STA: 127+80 4952.98 FEET STA: 122+37 4951.84 FEET STA: 118+01 FUTURE SUNIGA ROAD Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 20 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 16 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 KEY MAP NTS N W E S MATCHLINE - SEE SHEET 18 MATCHLINE - SEE SHEET 16 N. LEMAY AVENUE (80' ROW) PIONEER TRAIL ROAD (57' ROW) SCHLAGEL STREET (57' ROW) Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 KEY MAP NTS N W E S LAKE CANAL DITCH MATCHLINE - SEE SHEET 15 Tract A (Drainage, Utility, & Private Access Easement) SCHLAGEL STREET (57' ROW) MATCHLINE - SEE SHEET 17 COLLAMER DRIVE Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Bldg 17a Bldg 5b Bldg 4b Block 6, Bldg 11d Block 10, Bldg 12d Block 7, Bldg 9d Block 9, Bldg 10d Bldg 3b Bldg 16a Tract E (D,U,&PAE) Tract I (D,U,&PAE) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer KEY MAP NTS N W E S LANDMARK WAY (86' ROW) MATCHLINE - SEE SHEET 18 MATCHLINE - SEE SHEET 22 MATCHLINE - SEE SHEET 16 MATCHLINE - SEE SHEET 20 COLLAMER DRIVE (57' ROW) SCHLAGEL STREET (57' ROW) COLLAMER DRIVE (57' ROW) Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Bldg 2c Bldg 3c Bldg 4c Block 8, Bldg 8d Bldg 15a Bldg 2b Block 20, Bldg 1d Block 19, Bldg 2d Block 18, Bldg 2d Bldg 5c Bldg 1c KEY MAP NTS N W E S MATCHLINE - SEE SHEET 15 COLLAMER DRIVE (57' ROW) Tract F (Drainage, Utility, & Private Access Easement) MATCHLINE - SEE SHEET 17 MATCHLINE - SEE SHEET 19 PIONEER TRAIL ROAD (57' ROW) Block 22 Lot 1 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Bldg 6c Bldg 7c Bldg 8c Bldg 9c Bldg 12c Bldg 13c Bldg 10c Bldg 11c Bldg 14c Bldg 15c Block 13, Bldg 17d Block 11, Bldg 14d Block 10, Bldg 12d Bldg 5c Block 14, Bldg 7d COMMUNITY CLUBHOUSE Pond B3 Pond A2 Pond B3 Tract 3 (D,U,&PAE) Tract I KEY MAP NTS N W E S N. LEMAY AVENUE (80' ROW) FUTURE SUNIGA ROAD MATCHLINE - SEE SHEET 20 MATCHLINE - SEE SHEET 18 N. LEMAY AVENUE (80' ROW) E. SUNIGA ROAD Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Bldg 7c Block 17, Bldg 4d Block 16, Bldg 5d Block 15, Bldg 6d Pond A1 Pond D Pond D Pond A1 Tract 3 (D,U,&PAE) Tract H (D,U,&PAE) Tract H (D,U,&PAE) Tract W (D,U,&PAE) Tract W (D,U,&PAE) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer KEY MAP NTS N W E S E. SUNIGA ROAD LANDMARK WAY RAIN GARDEN MATCHLINE - SEE SHEET 19 MATCHLINE - SEE SHEET 21 MATCHLINE - SEE SHEET 17 Bldg 12a Bldg 11a Bldg 13a Bldg 10a Bldg 9a Bldg 8a Pond A1 Tract V (D,U,&PAE) Tract W (D,U,&PAE) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND KEY MAP NTS N W E S E. SUNIGA ROAD MATCHLINE - SEE SHEET 20 MATCHLINE - SEE SHEET 22 STEELEY DRIVE (57' ROW) STEELEY DRIVE (57' ROW) Bldg 7a Bldg 6a Bldg 5a Bldg 2a Bldg 4a Bldg 3a Bldg 1a Pond C Pond B1 Tract S (D,U,&PAE) Tract T (D,U,&PAE) Tract U (D,U,&PAE) Tract V (D,U,&PAE) Tract U (D,U,&PAE) 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO KEY MAP NTS N W E S LAKE CANAL DITCH STEELEY DRIVE (57' ROW) MATCHLINE - SEE SHEET 17 MATCHLINE - SEE SHEET 21 SCHLAGEL STREET (57' ROW) Block 21 Lot 1 Bldg 1b Bldg 14a Pond C Tract S Pond B1 (Drainage, Utility, & Private Access Easement) Tract N (D,U,&PAE) Tract T (D,U,&PAE) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE E. SUNIGA ROAD COLLAMER DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY REDWOOD STREET STEELEY DRIVE DRY CREEK PHASE 2 PHASE 1 NECCO A4 LATERAL TO BE BUILT W/ PHASE 1 N. LEMAY AVENUE PHASE 3 LEMAY TO BE COMPLETED ONCE OVERPASS IS COMPLETE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 100' 100 50 100 200 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND N. LEMAY AVENUE E. SUNIGA ROAD COLLAMER DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY REDWOOD STREET STEELEY DRIVE A A B B C C DRY CREEK CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 100' 100 50 100 200 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R SECTION A-A SECTION B-B SECTION C-C PRIVATE DRIVE UTILITY LAYOUTS (SEE PLAN VIEW FOR SECTION LOCATIONS) NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 LAKE CANAL DITCH MATCHLINE SEE SHEET 26 N. LEMAY AVENUE COLLAMER DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY Block 2 Block 1 Block 3 Block 7 Block 6 Block 5 Block 8 Block 14 Block 9 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 LAKE CANAL DITCH MATCHLINE SEE SHEET 25 SCHLAGEL ST. E. SUNIGA ROAD REDWOOD STREET MATCHLINE SEE SHEET 27 Block 21 Lot 1 STEELEY DRIVE Lot 1 Lot 2 Lot 3 Lot 4 Block 20 Drive 'J' Drive 'J' Bldg 2b Bldg 1b Bldg 14a Bldg 4a Bldg 3a Bldg 5a Bldg 1a Bldg 6a Bldg 7a Bldg 8a Bldg 9a Bldg 1d DRY CREEK SNYDER, RICHARD F TRACT A, REDWOOD VILLAGE PUD PHASE II ROCKY MOUNTAIN RAPTOR PROGRAM SNYDER, RICHARD F Tract S (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access Easement) Tract U (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) Bldg 2a KEY MAP NTS MATCHLINE SEE SHEET 25 N. LEMAY AVENUE E. SUNIGA ROAD LANDMARK WAY MATCHLINE SEE SHEET 26 RAIN GARDEN Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 20 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 16 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 17 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 15 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 18 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 19 Drive 'F' Drive 'F' Drive 'E' Drive 'I' N. LEMAY AVENUE E. SUNIGA ROAD COLLAMER DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY REDWOOD STREET STEELEY DRIVE E. VINE DRIVE Alta Vista Subdivision MAIN STREET ALTA VISTA STREET MARTINEZ STREET N. LEMAY AVENUE FUTURE LEMAY AVE 0 150' 150 75 150 300 SCALE: 1" = N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM & SANITARY SEWER OVERALL PLAN 8/28/19 1" = 150' N/A KRB JTC 18-1000-00 ---- 28 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility E. SUNIGA ROAD MATCHLINE SEE SHEET 30 Bldg 12a Bldg 13a VINE DRIVE Tract V (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S OFFSITE SANITARY SEWER EX SSWR PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 MATCHLINE STA 21+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = MATCHLINE SEE SHEET 29 E. SUNIGA ROAD MATCHLINE SEE SHEET 31 E. SUNIGA ROAD E. SUNIGA ROAD N. LEMAY AVENUE Tract W (Drainage, Utility, & Private Access Easement) Tract W (Drainage, Utility, & Private Access Easement) EX SSWR PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 MATCHLINE STA 21+50 MATCHLINE STA 32+50 KEY MAP NTS N W E S OFFSITE SANITARY SEWER CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date MATCHLINE SEE SHEET 30 MATCHLINE SEE SHEET 32 E. SUNIGA ROAD N. LEMAY AVENUE Drive 'E' Bldg 9c Bldg 13c Bldg 15c Drive 'E' Tract 3 (D, U, & PAE) Tract H (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) Tract W (Drainage, Utility, & Private Access Easement) EX SSWR PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 MATCHLINE STA 32+50 MATCHLINE STA 43+50 KEY MAP NTS N W E S OFFSITE SANITARY SEWER CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: MATCHLINE SEE SHEET 31 N. LEMAY AVENUE SCHLAGEL STREET Block 1 Block 3 Lot 6 Lot 7 Lot 8 Lot 6 Lot 7 Lot 8 Bldg 20d Bldg 18d Lot 3 Lot 4 Lot 4 Drive 'A' Drive 'B' Lot 5 Lot 5 FUTURE LEMAY AVENUE Tract A (Drainage, Utility, & Private Access Easement) EX SSWR PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 MATCHLINE STA 43+50 KEY MAP NTS N W E S OFFSITE SANITARY SEWER CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: STEELEY DRIVE Drive 'J' Drive 'J' Bldg 2a Bldg 4a Bldg 3a Bldg 5a Bldg 1a Bldg 6a Bldg 7a Bldg 10a Bldg 11a Bldg 8a Bldg 9a Bldg 12a Bldg 13a Tract U (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S SAN-01 SAN-01 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: MATCHLINE SEE SHEET 35 N. LEMAY AVENUE LANDMARK WAY Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 16 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 17 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 15 Lot 6 Lot 7 Lot 8 Drive 'F' Bldg 4d Bldg 5d Bldg 6d Bldg 4c Bldg 5c Bldg 6c Bldg 8c Bldg 9c Bldg 7c Block 18 Bldg 3d Tract H (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) KEY MAP NTS N W E S SAN-02 SAN-02 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 SCHLAGEL STREET STEELEY DRIVE MATCHLINE SEE SHEET 34 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 20 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 18 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 19 Drive 'F' Bldg 1b Bldg 14a Bldg 1d Bldg 2d Bldg 3d Bldg 2c Bldg 1c Bldg 3c Bldg 4c Tract N (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract 5 (D, U, & PAE) KEY MAP NTS N W E S SAN-02 SAN-02 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 Drive 'E' Bldg 8c Bldg 9c Drive 'F' KEY MAP NTS N W E S SAN-03 SAN-04 SAN-05 SAN-04 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 11+50 11+00 10+50 10+00 9+50 SAN-03 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 11+50 11+00 10+50 10+00 9+50 Drive 'I' Bldg 5c Bldg 6c Drive 'F' SAN-05 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 KEY MAP NTS N W E S SAN-07 SAN-07 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SCHLAGEL STREET Bldg 1c Bldg 2b Bldg 1b Bldg 14a Drive 'F' CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION SCHLAGEL STREET N. LEMAY AVENUE LANDMARK WAY COLLAMER DRIVE Block 8 Block 14 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Bldg 15a Bldg 7d Bldg 12c Bldg 8d COLLAMER DRIVE Bldg 9c Bldg 13c Tract F (Drainage, Utility, & Private Access Easement) Easement) Tract O (Drainage, Utility, & Private Access Easement) Tract R (Drainage, Utility, & Private Access Easement) Tract M (D, U, & PAE) Tract K (D, U, & PAE) Tract L (D, U, & PAE) Block 22 Lot 1 COMMUNITY CLUBHOUSE KEY MAP NTS N W E S SAN-08 SAN-08 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 COLLAMER DRIVE PIONEER TRAIL ROAD Block 14 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 13 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Drive D' Drive 'C' Bldg 10c Bldg 11c Bldg 7d Bldg 17d Lot 1 Bldg 14c Bldg 12c KEY MAP NTS N W E S SAN-09 SAN-10 SAN-10 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 11+50 11+00 10+50 10+00 9+50 9+00 SAN-09 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 N. LEMAY AVENUE PIONEER TRAIL ROAD SCHLAGEL STREET Block 2 Block 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Drive 'A' Drive 'A' Bldg 19d Bldg 20d Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 MATCHLINE SEE SHEET 41 Block 3 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Bldg 18d KEY MAP NTS N W E S SAN-13 SAN-13 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 MATCHLINE STA 15+50 CHECKED BY: Date MATCHLINE SEE SHEET 40 SCHLAGEL STREET Block 2 Drive 'A' Bldg 3b Bldg 4b Bldg 5b Bldg 17a Bldg 19d Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 KEY MAP NTS N W E S SAN-13 SAN-13 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 MATCHLINE STA 15+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date MATCHLINE SEE THIS SHEET PIONEER TRAIL ROAD SCHLAGEL STREET Block 6 Block 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Block 4 Block 11 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Block 12 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Drive 'B' Bldg 17a Bldg 15d Bldg 16d Bldg 11d Bldg 13d Bldg 14d Block 11 Bldg 14d Block 5 Bldg 13d Lot 1 Lot 8 KEY MAP NTS N W E S SAN-14 SAN-14 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 E. SUNIGA ROAD Drive 'J' Bldg 4a Bldg 3a Bldg 2a Bldg 5a Tract S (Drainage, Utility, & Private Access Easement) Tract U (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S WTR-01 WTR-02 WTR-02 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 WTR-01 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 E. SUNIGA ROAD Bldg 11a Bldg 10a Bldg 12a Bldg 13a Tract T (Drainage, Utility, & Private Access Easement) E. SUNIGA ROAD E. SUNIGA ROAD STEELEY DRIVE Drive 'J' Drive 'J' Bldg 4a Bldg 5a Bldg 6a Bldg 7a Bldg 10a Bldg 11a Bldg 8a Bldg 9a Bldg 12a Bldg 13a RAIN GARDEN Pond D Tract W (Drainage, Utility, & Private Access Easement) Tract U (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S SD-01 SD-01 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: E. SUNIGA ROAD Drive 'J' Bldg 7a Bldg 10a Bldg 11a Bldg 8a Bldg 9a Bldg 12a Bldg 13a RAIN GARDEN KEY MAP NTS N W E S SD-01A SD-01A PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. E. SUNIGA ROAD STEELEY DRIVE Drive 'J' Bldg 4a Bldg 2a Bldg 3a Bldg 5a Bldg 1a Bldg 6a Tract U (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S SD-02 SD-03 SD-03 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SD-02 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 10+50 11+00 11+50 12+00 N. LEMAY AVENUE E. SUNIGA ROAD Pond A1 Tract H (Drainage, Utility, & Private Access Easement) CHECKED BY: Date E. SUNIGA ROAD N. LEMAY AVENUE Bldg 9c Bldg 13c Lot 8 FUTURE LEMAY AVENUE Bldg 15c N. LEMAY AVENUE SCHLAGEL STREET Tract H (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S SD-04 SD-04 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date PIONEER TRAIL ROAD E. SUNIGA ROAD Block 14 Lot 7 Lot 8 Block 13 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Block 16 Lot 7 Lot 8 Block 17 Drive 'F' Drive D' Bldg 5d Bldg 4d Bldg 6c Bldg 8c Bldg 7c Bldg 12c Bldg 14c Bldg 11c Bldg 7d Bldg 17d Pond A2 Pond A1 Tract W (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract R (Drainage, Utility, & Private Access Easement) Tract J (Drainage, Utility, & Private Access Easement) Tract M (D, U, & PAE) Tract Q (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) KEY MAP NTS N W E S SD-05 SD-05 PROFILE Drive 'F' Bldg 8c Bldg 7c COLLAMER DRIVE Drive 'E' Pond A2 Tract R (Drainage, Utility, & Private Access Easement) Tract M KEY MAP NTS N W E S SD-07 SD-06 SD-08 SD-06 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 12+00 11+50 11+00 10+50 10+00 9+50 SD-07 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 11+00 10+50 10+00 9+50 SD-08 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 MATCHLINE SEE SHEET 51 COLLAMER DRIVE E. SUNIGA ROAD LANDMARK WAY Block 9 Lot 1 Block 9 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 17 Lot 8 Block 18 Drive 'F' Bldg 3d Bldg 4d Bldg 4c Bldg 5c Bldg 10d Lot 7 Lot 8 Pond B3 Pond A1 Pond B1 Tract H (Drainage, Utility, & Private Access Easement) Tract P (Drainage, Utility, & Private Access Easement) Tract Q (Drainage, Utility, & Private Access Easement) Tract F (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S SD-09 PROFILE HORIZ. SCALE: 1"=50' MATCHLINE SEE SHEET 50 SCHLAGEL STREET Block 5 Block 9 Lot 1 Lot 2 Lot 1 Lot 2 Lot 1 Block 4 Block 9 Block 10 Block 11 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Block 12 Block 13 Lot 1 Lot 2 Lot 1 Lot 2 Drive 'B' Bldg 15d Bldg 16d Bldg 17d Bldg 10d Bldg 12d Bldg 13d Bldg 14d Pond B3 Pond B3 Block 9 Lot 1 Tract F (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) Tract 1 COLLAMER DRIVE LANDMARK WAY Block 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 9 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Bldg 2c Bldg 3c Bldg 4c Bldg 8d Bldg 10d Pond B2 Pond B3 Tract O (Drainage, Utility, & Private Access Easement) Tract K (D, U, & PAE) KEY MAP NTS N W E S SD-12 SD-10 SD-11 SD-10 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SD-11 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 E. SUNIGA ROAD LANDMARK WAY Lot 5 Lot 6 Lot 7 Block 18 Bldg 3d Lot 1 Lot 2 Lot 3 Block 17 Bldg 4d Lot 8 Pond A1 Pond B1 Tract H (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S SD-13 SD-14 SD-15 SD-15 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 11+50 11+00 10+50 10+00 9+50 SD-14 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 KEY MAP NTS N W E S SD-16 SD-24 SD-23 SD-16 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4975 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 10+50 11+00 11+50 12+00 12+50 12+75 Block 21 Lot 1 STEELEY DRIVE SCHLAGEL STREET LAKE CANAL DITCH Pond C Tract S (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access Easement) Bldg 1a LAKE CANAL DITCH Tract U (Drainage, Utility, & Private Access Easement) SD-24 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4975 4945 4950 4955 4960 E. SUNIGA ROAD N. LEMAY AVENUE KEY MAP NTS N W E S SD-19 SD-17 SD-18 SD-17 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4935 4940 4945 4950 4955 4960 4965 4935 4940 4945 4950 4955 4960 4965 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SD-18 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 SD-19 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 E. SUNIGA ROAD Pond D Tract W (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S SD-20 SD-22 SD-21 SD-20 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4975 4940 4945 4950 4955 4960 4965 4970 4975 11+50 11+00 10+50 10+00 9+50 SD-21 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4975 4980 4945 4950 4955 4960 4965 4970 4975 4980 11+50 11+00 10+50 10+00 9+50 SD-22 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 KEY MAP NTS N W E S SD-25 E. SUNIGA ROAD LAKE CANAL DITCH SD-25 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 12+15 12+00 11+50 11+00 10+50 10+00 9+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 30' 30 15 30 60 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 3' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU KEY MAP NTS N W E S E. SUNIGA ROAD LANDMARK WAY STEELEY DRIVE Tract u (Drainage, Utility, & Private Access Easement) Pond B1 West E. SUNIGA ROAD LANDMARK WAY Tract W (Drainage, Utility, & Private Access Easement) N. LEMAY AVENUE E. SUNIGA ROAD Pond A1 Tract F (Drainage, Utility, & Private Access Easement) COLLAMER DRIVE Pond B3 COLLAMER DRIVE Tract R (Drainage, Utility, & Private Access Easement) Pond A2 Tract O (Drainage, Utility, & Private Access Easement) SCHLAGEL STREET COLLAMER DRIVE Pond B2 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date STEELEY DRIVE CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 2+25 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 MATCHLINE STA 12+50 SEE SHEET 60 Tract S (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, Tract U (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) Bldg 6a Bldg 7a Block 21 Lot 1 STREET 04 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 2+25 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 STEELEY DRIVE FL LT PROFILE STREET 04 FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 2+25 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 STEELEY DRIVE FL RT PROFILE CHECKED BY: Date STEELEY DRIVE CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 LAKE CANAL DITCH MATCHLINE STA 12+50 SEE SHEET 59 Tract N (Drainage, Utility, & Private Access Easement) Tract S (Drainage, Utility, & Private Access Block 21 Easement) Lot 1 STREET 04 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 STEELEY DRIVE FL LT PROFILE STREET 04 FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 STEELEY DRIVE FL RT PROFILE KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SCHLAGEL STREET MATCHLINE STA 13+00 SEE SHEET 62 Tract S (Drainage, Utility & Private Access Easement) Tract T (Drainage, Utility & Private Access Easement) Block 21 Lot 1 KEY MAP NTS N W E S STREET 01 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SCHLAGEL STREET FL LT PROFILE STREET 01 FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SCHLAGEL STREET FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 MATCHLINE STA 22+00 SEE SHEET 63 MATCHLINE STA 13+00 SEE SHEET 61 SCHLAGEL STREET SCHLAGEL STREET Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Block 7 Block 6 Block 8 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Tract A (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 KEY MAP NTS N W E S SCHLAGEL STREET Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Bldg 5b Bldg 17a Block 2 Block 1 Block 4 Block 3 Tract A (Drainage, Utility, & Private Access Easement) Bldg 19d Bldg 20d Bldg 15d Bldg 18d Tract 1 (D, U, & PAE) N. LEMAY AVENUE CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 MATCHLINE STA 39+50 SEE SHEET 65 N. LEMAY AVENUE Lot 7 Lot 8 Lot 7 Lot 8 Tract H (Drainage, Utility, & Private Access Tract H Easement) (Drainage, Utility, & Private Access Easement) Bldg 15c Bldg 13c Bldg 9c KEY MAP NTS N W E S STREET 01 FL LT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 N. LEMAY AVENUE FL LT PROFILE STREET 01 FL RT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 29+75 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 N. LEMAY AVENUE FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility N. LEMAY AVENUE CL PROFILE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 39+25 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 MATCHLINE STA 39+50 SEE SHEET 64 E. SUNIGA ROAD (SEE SHEET 73) N. LEMAY AVENUE Tract H (Drainage, Utility, & Private Access Easement) Tract W (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S STREET 01 FL LT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 N. LEMAY AVENUE FL LT PROFILE STREET 01 FL RT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 N. LEMAY AVENUE FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility HARVEST SUN STREET CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 COLLAMER DRIVE CL PROFILE COLLAMER DRIVE LAKE CANAL DITCH Block 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Tract A (Drainage, Utility, & Private Access Easement) Tract O (Drainage, Utility, & Private Access Tract N Easement) (Drainage, Utility, & Private Access Easement) Bldg 15a Bldg 16a Bldg 3c Bldg 8d Tract K (D, U, & PAE) MATCHLINE STA 12+00 SEE SHEET 67 Tract O (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S STREET 03 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 COLLAMER DRIVE FL LT PROFILE STREET-03 FL RT PROFILE HARVEST SUN STREET CL PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 COLLAMER DRIVE CL PROFILE COLLAMER DRIVE Block 22 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 MATCHLINE STA 18+90 SEE SHEET 68 Block 8 Block 14 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Tract F (Drainage, Utility, & Private Access Easement) Tract R (Drainage, Utility, & Private Access Bldg 3c Bldg 4c Bldg 5c Bldg 6c Easement) Bldg 7d Bldg 8d COMMUNITY CLUBHOUSE MATCHLINE STA 12+00 SEE SHEET 66 KEY MAP NTS N W E S STREET 03 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 MATCHLINE STA 18+90 SEE SHEET 67 PIONEER TRAIL ROAD Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 2 Block 1 Block 3 Block 14 Block 4 Tract A (Drainage, Utility, & Private Access Easement) Block 12 Block 13 Bldg 12c Bldg 14c Bldg 11c Bldg 7d Bldg 19d Bldg 20d Bldg 15d Bldg 18d Bldg 16d Bldg 17d Tract 1 (D, U, & PAE) Tract Y (D, U, & PAE) Tract X (D, U, & PAE) LANDMARK WAY Lot 1 Lot 2 Lot 3 Lot 5 Lot 6 Lot 7 Tract W (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Lot 1 Lot 2 Lot 3 Lot 4 Block 17 Lot 5 Lot 6 Lot 7 Lot 8 Block 18 Bldg 3d Bldg 4d Bldg 4c Bldg 5c Drive 'H' Tract P (Drainage, Utility, & Private Access Easement) Tract Q (Drainage, Utility, & Private Access Easement) Tract 5 (D, U, & PAE) Tract 3 (D, U, & PAE) Tract F (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S STREET 05 FL LT PROFILE 4950 4955 E. SUNIGA ROAD CL PROFILE 4960 4965 4970 4975 4960 4965 4970 4975 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 MATCHLINE STA 37+00 SEE SHEET 71 KEY MAP NTS SUNIGA RD FL LT PROFILE 4960 4965 4970 4975 4960 4965 4970 4975 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 E. SUNIGA ROAD FL LT PROFILE SUNIGA RD FL RT PROFILE 4960 4965 4970 4975 4960 4965 4970 4975 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 E. SUNIGA ROAD FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' E. SUNIGA ROAD CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 LAKE CANAL DITCH MATCHLINE STA 47+00 SEE SHEET 72 LAKE CANAL DITCH E. SUNIGA ROAD REDWOOD STREET Tract D (Drainage, Utility & Access Easement) Tract G (Drainage, Utility & Access Easement) STEELEY DRIVE STEELEY DRIVE Bldg 4a Bldg 2a Bldg 6a MATCHLINE STA 37+00 SEE SHEET 70 KEY MAP NTS N W E S SUNIGA RD FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 E. SUNIGA ROAD FL LT PROFILE SUNIGA RD FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 E. SUNIGA ROAD FL RT PROFILE CHECKED BY: E. SUNIGA ROAD CL PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 E. SUNIGA ROAD MATCHLINE STA 47+00 SEE SHEET 71 Tract E (Drainage, Utility & Access Easement) Tract H (Drainage, Utility & Access Easement) MATCHLINE STA 56+50 SEE SHEET 73 Tract I (Drainage, Utility, & Access Easement) LANDMARK WAY STEELEY DRIVE STEELEY DRIVE RAIN GARDEN Bldg 6a Bldg 7a Bldg 8a Bldg 10a Bldg 12a KEY MAP NTS N W E S SUNIGA RD FL LT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 E. SUNIGA ROAD FL LT PROFILE SUNIGA RD FL RT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 E. SUNIGA ROAD CL PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 MATCHLINE STA 56+50 SEE SHEET 72 E. SUNIGA ROAD N. LEMAY AVENUE Tract F (Drainage, Utility & Access Easement) Tract I (Drainage, Utility, & Access Easement) LANDMARK WAY KEY MAP NTS N W E S SUNIGA RD FL LT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 E. SUNIGA ROAD FL LT PROFILE SUNIGA RD FL RT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 E. SUNIGA ROAD FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner E. SUNIGA ROAD CL PROFILE 4945 4950 4955 4960 4945 4950 4955 4960 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 ONLY N. LEMAY AVENUE KEY MAP NTS SUNIGA RD FL LT PROFILE 4945 4950 4955 4960 4945 4950 4955 4960 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 E. SUNIGA ROAD FL LT PROFILE SUNIGA RD FL RT PROFILE 4945 4950 4955 4960 4945 4950 4955 4960 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 E. SUNIGA ROAD FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date E. SUNIGA ROAD 0 REDWOOD STREET MATCHLINE - SEE BELOW E. SUNIGA ROAD E. SUNIGA ROAD Tract D (Drainage, Utility, & Access Easement) STEELEY DRIVE MATCHLINE - SEE ABOVE STEELEY DRIVE 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY Tract I (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) FUTURE SUNIGA ROAD N. LEMAY AVENUE E. SUNIGA ROAD LANDMARK WAY E. SUNIGA ROAD RAIN GARDEN LANDMARK WAY STEELEY DRIVE STEELEY DRIVE 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES 39+00.00 4957 4958 4960 4962 4964 -60 -40 -20 0 20 40 60 38+00.00 4956 4958 4960 4962 4964 -60 -40 -20 0 20 40 60 38+50.00 4957 4958 4960 4962 4964 -60 -40 -20 0 20 40 60 39+50.00 4958 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 40+00.00 4958 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 40+50.00 4959 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 41+00.00 4959 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 41+50.00 4959 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 42+00.00 4959 4960 4962 45+50.00 4957 4958 4960 4962 4964 -60 -40 -20 0 20 40 60 46+00.00 4956 4958 4960 4962 4964 -60 -40 -20 0 20 40 60 46+50.00 4956 4958 4960 4962 4964 -60 -40 -20 0 20 40 60 47+00.00 4955 4956 4958 4960 4962 -60 -40 -20 0 20 40 60 47+50.00 4954 4956 4958 4960 4962 -60 -40 -20 0 20 40 60 48+00.00 4954 4956 4958 4960 4962 -60 -40 -20 0 20 40 60 48+50.00 4954 4956 4958 4960 4962 -60 -40 -20 0 20 40 60 49+00.00 4954 4956 4958 4960 4962 -60 -40 -20 0 20 40 60 49+50.00 4954 4956 4958 53+00.00 4952 4954 4956 4958 4960 -60 -40 -20 0 20 40 60 53+50.00 4951 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 54+00.00 4951 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 54+50.00 4951 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 55+00.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 55+50.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 56+00.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 56+50.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 57+00.00 4949 4950 4952 60+50.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 61+00.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 61+50.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 62+00.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 62+50.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 63+00.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 63+50.00 4950 4952 4954 4956 4958 -60 -40 -20 0 20 40 60 64+00.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 KEY MAP NTS N W E S PIONEER TRAIL ROAD SCHLAGEL STREET SCHLAGEL STREET COLLAMER DRIVE LANDMARK WAY COLLAMER DRIVE COLLAMER DRIVE PIONEER TRAIL ROAD 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR KEY MAP NTS N W E S STEELEY DRIVE SCHLAGEL STREET E. SUNIGA ROAD LANDMARK WAY N. LEMAY AVENUE SCHLAGEL STREET 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF KEY MAP NTS N W E S FUTURE SUNIGA ROAD N. LEMAY AVENUE E. SUNIGA ROAD E. SUNIGA ROAD STEELEY DRIVE STEELEY DRIVE Bldg 6a Bldg 7a 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION E. SUNIGA ROAD REDWOOD STREET STEELEY DRIVE E. SUNIGA ROAD STOP STOP SPEED 35 LIMIT YIELD TO TURNING VEHICLES FUTURE SUNIGA ROAD N. LEMAY AVENUE E. SUNIGA ROAD LANDMARK WAY STOP SPEED 35 LIMIT YIELD TO TURNING VEHICLES STOP E. SUNIGA ROAD STEELEY DRIVE LANDMARK WAY YIELD TO TURNING VEHICLES DO NOT ENTER 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU FUTURE SUNIGA ROAD N. LEMAY AVENUE E. SUNIGA ROAD MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE N. LEMAY AVENUE 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SITE DETAILS 8/28/19 N/A N/A KRB JTC 18-1000-00 ---- 86 98 ASPHALT PATCH DETAIL (FOR PRIVATE STREETS ONLY) NTS ASPHALT PAVING SECTION DETAIL HEAVY DUTY LIGHT DUTY . PRELIMINARY SUNIGA ROAD PAVEMENT SECTION CONCRETE PAVING SECTION DETAIL CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SITE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 87 98 SIGN DETAIL SIDEWALK CHASE DETAIL CURB CUT W/ RIPRAP PAD DETAIL SECTION A-A PLAN ELEVATION 24" DRAIN CHANNEL CONCRETE PAN DETAIL PLAN SECTION A-A CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EROSION CONTROL DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 88 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EROSION CONTROL DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 89 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 90 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 91 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 92 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 93 98 NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 94 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 95 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date MODIFIED TYPE D INLET DETAIL RAIN GARDEN D1 RAIN GARDEN B1 RAIN GARDEN FOREBAY DETAILS CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 96 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 97 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 98 98 SANITARY CLEANOUT DETAIL PLAN VIEW ELEVATION DRAIN PAN COBBLE RIPRAP RUNDOWN NTS CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL 6" CURB AND 1' SPILL GUTTER 6" CURB AND 1' CATCH GUTTER 4" MOUNTABLE CURB AND 1' SPILL GUTTER 4" MOUNTABLE CURB AND 1' CATCH GUTTER CURB AND GUTTER DETAIL (ON-SITE ONLY) CURB RAMP DETAIL (W/ DETECTABLE WARNING PLATE) SCALE (V) NORTHFIELD LEMAY AVE SIGNAGE & STRIPING PLAN 8/28/19 1" = 30' N/A KRB JTC 18-1000-00 ---- 85 98 NOTES: 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS AND SYMBOLS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR FROM CENTER OF STRIPE TO FLOWLINE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. 4. THERMOPLASTIC ARROWS SHALL BE 12' ELONGATED FHWA. 5. THERMOPLASTIC BIKE STENCILS SHALL BE 6'-6" W/ 6' ARROW. 6. ALL SIGNS PLACED IN HARDSCAPE SHALL HAVE A SLEEVE INSTALLED. DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SUNIGA RD SIGNAGE & STRIPING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 84 98 NOTES: 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS AND SYMBOLS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR FROM CENTER OF STRIPE TO FLOWLINE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. 4. THERMOPLASTIC ARROWS SHALL BE 12' ELONGATED FHWA. 5. THERMOPLASTIC BIKE STENCILS SHALL BE 6'-6" W/ 6' ARROW. 6. ALL SIGNS PLACED IN HARDSCAPE SHALL HAVE A SLEEVE INSTALLED. SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD INTERSECTION DETAILS 8/28/19 1" = 20' N/A JTC JTC 18-1000-00 ---- 83 98 INTERSECTION OF N. LEMAY AVENUE AND E. SUNIGA ROAD INTERSECTION OF STEELEY DRIVE AND E. SUNIGA ROAD DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD INTERSECTION DETAILS 8/28/19 1" = 20' N/A JTC JTC 18-1000-00 ---- 82 98 INTERSECTION OF SCHLAGEL STREET AND STEELEY DRIVE INTERSECTION OF LANDMARK WAY AND E. SUNIGA ROAD INTERSECTION OF SCHLAGEL STREET AND N. LEMAY AVENUE CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD INTERSECTION DETAILS 8/28/19 1" = 20' N/A JTC JTC 18-1000-00 ---- 81 98 INTERSECTION OF SCHLAGEL STREET AND PIONEER TRAIL ROAD INTERSECTION OF SCHLAGEL STREET AND COLLAMER DRIVE INTERSECTION OF COLLAMER DRIVE AND PIONEER TRAIL ROAD INTERSECTION OF LANDMARK WAY AND COLLAMER DRIVE PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SUNIGA ROAD CROSS SECTIONS 8/28/19 1" = 20' 1" = 2' KRB JTC 18-1000-00 ---- 80 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R 4954 4956 -60 -40 -20 0 20 40 60 57+50.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 58+00.00 4948 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 58+50.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 59+00.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 59+50.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 60+00.00 4949 4950 4952 4954 4956 -60 -40 -20 0 20 40 60 NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SUNIGA ROAD CROSS SECTIONS 8/28/19 1" = 20' 1" = 2' KRB JTC 18-1000-00 ---- 79 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R 4960 4962 -60 -40 -20 0 20 40 60 50+00.00 4954 4956 4958 4960 4962 -60 -40 -20 0 20 40 60 50+50.00 4953 4954 4956 4958 4960 -60 -40 -20 0 20 40 60 51+00.00 4953 4954 4956 4958 4960 -60 -40 -20 0 20 40 60 51+50.00 4952 4954 4956 4958 4960 -60 -40 -20 0 20 40 60 52+00.00 4952 4954 4956 4958 4960 -60 -40 -20 0 20 40 60 52+50.00 4952 4954 4956 4958 4960 -60 -40 -20 0 20 40 60 NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SUNIGA ROAD CROSS SECTIONS 8/28/19 1" = 20' 1" = 2' KRB JTC 18-1000-00 ---- 78 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R 4964 4966 -60 -40 -20 0 20 40 60 42+50.00 4959 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 43+00.00 4959 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 43+50.00 4959 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 44+00.00 4958 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 44+50.00 4958 4960 4962 4964 4966 -60 -40 -20 0 20 40 60 45+00.00 4957 4958 4960 4962 4964 -60 -40 -20 0 20 40 60 NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SUNIGA ROAD CROSS SECTIONS 8/28/19 1" = 20' 1" = 2' KRB JTC 18-1000-00 ---- 77 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SUNIGA ROAD MEDIAN PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 76 98 EASTERN MEDIAN (LANDMARK WAY TO N. LEMAY AVENUE) CENTRAL MEDIAN (STEELEY DRIVE TO LANDMARK WAY) CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SUNIGA ROAD MEDIAN PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 75 98 WESTERN MEDIAN (REDWOOD STREET TO STEELEY DRIVE) WESTERN MEDIAN (REDWOOD STREET TO STEELEY DRIVE) LANDSCAPING AND DRAIN DETAILS FOR RAISED MEDIAN 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 65+00 TO 74+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 74 98 NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. TYPICAL 4-LANE ARTERIAL STREET SECTION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date E. SUNIGA ROAD N. LEMAY AVENUE (SEE SHEET 65) N. LEMAY AVENUE (SEE SHEET 65) CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 56+50 TO 65+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 73 98 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S TYPICAL 4-LANE ARTERIAL STREET SECTION LANDMARK WAY (SEE SHEET 69) NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. SEE SHEETS 75 - 76 FOR SUNIGA ROAD MEDIAN DETAILS. 4. SEE SHEET 84 FOR SUNIGA ROAD SIGNAGE & STRIPING PLAN. 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 E. SUNIGA ROAD FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date E. SUNIGA ROAD LANDMARK WAY (SEE SHEET 69) STEELEY DRIVE (SEE SHEET 59) 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' STEELEY DRIVE (SEE SHEET 59) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 47+00 TO 56+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 72 98 TYPICAL 4-LANE ARTERIAL STREET SECTION NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. SEE SHEETS 75 - 76 FOR SUNIGA ROAD MEDIAN DETAILS. 4. SEE SHEET 84 FOR SUNIGA ROAD SIGNAGE & STRIPING PLAN. Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' E. SUNIGA ROAD N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 37+50 TO 47+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 71 98 NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. SEE SHEETS 75 - 76 FOR SUNIGA ROAD MEDIAN DETAILS. 4. SEE SHEET 84 FOR SUNIGA ROAD SIGNAGE & STRIPING PLAN. TYPICAL 4-LANE ARTERIAL STREET SECTION 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' E. SUNIGA ROAD N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 27+00 TO 37+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 70 98 NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 4960 4965 4950 4955 4960 4965 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 LANDMARK WAY FL LT PROFILE STREET 05 FL RT PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 LANDMARK WAY FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date LANDMARK WAY E. SUNIGA ROAD (SEE SHEET 72) COLLAMER DRIVE (SEE SHEET 67) E. SUNIGA ROAD (SEE SHEET 73) COLLAMER DRIVE (SEE SHEET 67) CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE LANDMARK WAY ROAD STA 9+50 TO 15+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 69 98 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. TYPICAL CONNECTOR LOCAL W/ MEDIAN STREET SECTION TURN LANE MEDIAN DETAIL Tract C (D, U, & PAE) Tract D (D, U, & PAE) Tract 4 (D, U, & PAE) Tract R (Drainage, Utility, & Private Access Easement) PIONEER TRAIL ROAD CL PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 PIONEER TRAIL ROAD CL PROFILE KEY MAP NTS N W E S STREET 03 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 PIONEER TRAIL ROAD FL LT PROFILE STREET-03 FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 PIONEER TRAIL ROAD FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date PIONEER TRAIL ROAD 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' SCHLAGEL STREET (SEE SHEET 63) SCHLAGEL STREET (SEE SHEET 63) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE PIONEER TRAIL ROAD STA 18+90 TO 25+08 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 68 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 4970 11+75 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 COLLAMER DRIVE FL LT PROFILE STREET-03 FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 COLLAMER DRIVE FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date LANDMARK WAY COLLAMER DRIVE (SEE SHEET 69) 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' PIONEER TRAIL ROAD (SEE SHEET 68) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE COLLAMER DRIVE STA 12+00 TO 18+90 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 67 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 4955 4960 4965 4970 4955 4960 4965 4970 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 COLLAMER DRIVE FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' SCHLAGEL STREET (SEE SHEET 62) SCHLAGEL STREET (SEE SHEET 62) COLLAMER DRIVE N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE COLLAMER DRIVE STA 3+00 TO 12+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 66 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N. LEMAY AVENUE 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE N. LEMAY AVE STA 39+50 TO 47+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 65 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. SEE SHEET 85 FOR LEMAY AVENUE SIGNAGE & STRIPING PLAN. City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N. LEMAY AVENUE MATCHLINE STA 30+05 SEE SHEET 63 SCHLAGEL STREET (SEE SHEET 63) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE N. LEMAY AVE STA 30+05 TO 39+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 64 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. SEE SHEET 85 FOR LEMAY AVENUE SIGNAGE & STRIPING PLAN. Tract Y (D, U, & PAE) Tract X (D, U, & PAE) Tract C (D, U, & PAE) Tract D (D, U, & PAE) Tract B (D, U, & PAE) STREET 01 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 SCHLAGEL STREET FL LT PROFILE STREET 01 FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 SCHLAGEL STREET FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date SCHLAGEL STREET 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' MATCHLINE STA 22+00 SEE SHEET 62 PIONEER TRAIL ROAD (SEE SHEET 68) N. LEMAY AVENUE (SEE SHEET 64) MATCHLINE STA 30+05 SEE SHEET 64 N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE SCHLAGEL STREET STA 22+00 TO 30+05 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 63 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. Easement) Bldg 4b Bldg 5b Bldg 3b Bldg 2b Bldg 15a Bldg 16a Bldg 8d Bldg 9d Bldg 11d Tract I (D, U, & PAE) Tract O (Drainage, Utility, & Private Access Easement) Tract K (D, U, & PAE) Tract E (D, U, & PAE) KEY MAP NTS N W E S STREET 01 FL LT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 SCHLAGEL STREET FL LT PROFILE STREET 01 FL RT PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 SCHLAGEL STREET FL RT PROFILE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date SCHLAGEL STREET 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' COLLAMER DRIVE (SEE SHEET 66) COLLAMER DRIVE (SEE SHEET 66) N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE SCHLAGEL STREET STA 13+00 TO 22+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 62 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date SCHLAGEL STREET STEELEY DRIVE (SEE SHEET 60 ) 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' STEELEY DRIVE (SEE SHEET 60) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE SCHLAGEL STREET STA 10+00 TO 13+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 61 98 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date STEELEY DRIVE E. SUNIGA ROAD (SEE SHEET 73) STEELEY DRIVE N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE STEELEY DRIVE STA 12+50 TO 16+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 60 98 CONNECTOR LOCAL STREET DETAIL 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date STEELEY DRIVE E. SUNIGA ROAD (SEE SHEET 71) E. SUNIGA ROAD (SEE SHEET 73) SCHLAGEL STREET (SEE SHEET 61) STEELEY DRIVE N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE STEELEY DRIVE STA 2+25 TO 12+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 59 98 CONNECTOR LOCAL STREET DETAIL 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. KEY MAP NTS S W E N Date Date Date N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD PERMANENT DEWATERING PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 58 98 DEWATERING DRAIN AT POND B1 SCALE: 1" = 50' DEWATERING DRAIN AT POND A1 SCALE: 1" = 50' DEWATERING DRAIN AT INFILTRATION GALLERY B3 SCALE: 1" = 30' DEWATERING DRAIN AT INFILTRATION GALLERY A2 SCALE: 1" = 30' DEWATERING DRAIN AT INFILTRATION GALLERY B2 SCALE: 1" = 30' GENERAL NOTES: UNDERDRAIN DETAIL INFILTRATION GALLERY UNDERDRAIN DETAIL DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-25 (LAKE CANAL BOX CULVERT) 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 57 98 SD-25 (LAKE CANAL BOX CULVERT) STA 9+50 to 12+00 Lake Canal Company UTILITY PLAN Approval District Manager APPROVED: Date PLEASE NOTE: STRUCTURAL PLANS & DETAILS FOR BOX CULVERT & PARAPET ARE IN PROGRESS 4955 4960 4965 4970 4975 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 10+50 11+00 E. SUNIGA ROAD Bldg 10a Bldg 12a Pond B1 Tract T (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) E. SUNIGA ROAD REDWOOD STREET CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-20, 21 (NECCO A8 & A5 LATERALS ), & 22 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 56 98 SD-22 STA 9+50 to 11+00 SD-21 (NECCO A5 LATERAL) STA 9+50 to 11+50 SD-20 (NECCO A8 LATERAL) STA 9+50 to 11+50 N W E S N W E S NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. 4960 4965 4970 12+00 11+50 11+00 10+50 10+00 9+50 E. SUNIGA ROAD N. LEMAY AVENUE Pond A1 Tract H (Drainage, Utility, & Private Access Easement) Tract W (Drainage, Utility, & Private Access Easement) E. SUNIGA ROAD Pond A1 Pond D Tract W (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-17, 18, & 19 (NECCO A7 LATERAL) 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 55 98 SD-19 (NECCO A7 LATERAL) STA 9+50 to 12+00 SD-18 STA 9+50 to 10+50 SD-17 STA 9+50 to 13+00 N W E S N W E S E. SUNIGA ROAD Pond D Pond D SD-04 (SEE SHEET 47) SD-02 (SEE SHEET 46) SD-18 (SEE THIS SHEET) SD-17 (SEE THIS SHEET) SD-09 (SEE SHEET 50) SD-05 (SEE SHEET 48) NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 4965 4970 4975 12+00 11+50 11+00 10+50 10+00 9+50 E. SUNIGA ROAD STEELEY DRIVE Block 21 Lot 1 SCHLAGEL STREET Pond B1 Pond C Tract S (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) SD-23 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4975 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 10+50 11+00 11+50 12+00 12+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-16, SD-23, & SD-24 (NECCO A3 LATERAL) 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 54 98 SD-16 STA 9+50 to 12+75 SD-24 (NECCO A3 LATERAL) STA 9+50 to 12+00 SD-23 STA 9+50 to 12+50 NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 4965 4970 9+50 10+00 10+50 11+00 11+50 SD-13 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 E. SUNIGA ROAD STEELEY DRIVE Block 21 Lot 1 Pond C Pond B1 Tract S (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 19 Drive 'F' Bldg 2d Bldg 2c Bldg 3c Block 18 Bldg 3d Pond B1 Tract T (Drainage, Utility, & Private Access Easement) RAIN GARDEN CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-13, 14, & 15 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 53 98 SD-15 STA 9+50 to 11+50 SD-14 STA 9+50 to 11+50 SD-13 STA 9+50 to 11+50 N W E S N W E S SD-09 (SEE SHEET 51) SD-09 (SEE SHEET 51) NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SD-12 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 11+00 10+50 10+00 9+50 Block 14 Block 9 Lot 1 Lot 1 Lot 2 Drive D' Bldg 10c Bldg 7d Pond B3 Tract F (Drainage, Utility, & Private Access Easement) COLLAMER DRIVE Block 8 Lot 3 Lot 4 Lot 5 Lot 6 Block 9 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Bldg 8d Bldg 10d Pond B3 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-10, 11, & 12 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 52 98 SD-12 STA 9+50 to 11+00 SD-11 STA 9+50 to 12+50 SD-10 STA 9+50 to 15+50 N W E S N W E S SD-09 (SEE SHEET 50) SD-10 (SEE THIS SHEET) SD-09 (SEE SHEET 51) SD-09 (SEE SHEET 51) SD-09 (SEE SHEET 51) SD-09 (SEE SHEET 51) SD-12 (SEE THIS SHEET) NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). (D, U, & PAE) Tract 2 (D, U, & PAE) Tract B (D, U, & PAE) KEY MAP NTS N W E S SD-09 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 MATCHLINE STA 18+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-09 STA 18+50 TO 26+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 51 98 SD-09 STA 18+50 to 26+00 SD-11 (SEE SHEET 52) SD-09 CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 MATCHLINE STA 18+50 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-09 STA 9+50 TO 18+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 50 98 SD-09 STA 9+50 to 18+50 SD-05 (SEE SHEET 48) SD-12 (SEE SHEET 52) SD-09 SD-13 (SEE SHEET 53) SD-10 (SEE SHEET 52) SD-19 (SEE SHEET 55) NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 PIONEER TRAIL ROAD Block 13 Lot 6 Bldg 14c Bldg 11c Bldg 17d Block 12 Lot 6 Bldg 16d Tract G (Drainage, Utility, & Private Access Tract J Easement) (Drainage, Utility, & Private Access Easement) PIONEER TRAIL ROAD Block 13 Lot 6 Drive D' Bldg 12c Bldg 14c Bldg 11c Bldg 17d Bldg 13c Drive 'E' Bldg 15c Tract H (Drainage, Utility, & Private Access Easement) Tract G (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) Tract J (Drainage, Utility, & Private Access Easement) (D, U, & PAE) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-06, 07, & 08 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 49 98 SD-08 STA 9+50 to 11+50 SD-07 STA 9+50 to 11+00 SD-06 STA 9+50 to 11+50 N W E S N W E SD-05 S (SEE SHEET 48) SD-07 (SEE SHEET 49) SD-09 (SEE SHEET 51) SD-08 (SEE SHEET 49) SD-05 (SEE SHEET 48) CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 20+75 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-05 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 48 98 SD-05 STA 9+50 to 20+50 SD-08 (SEE SHEET 49) SD-06 (SEE SHEET 49 ) SD-09 (SEE SHEET 50) SD-19 (SEE SHEET 55) SD-07 (SEE SHEET 49) CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). CONCRETE ENCASE STORM JOINTS 10' EACH SIDE OF CROSSING AND PLACE 20' MIN. 2" BLUEBOARD INSULATION BETWEEN WATER & STORM. NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-04 (NECCO A4 LATERAL) 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 47 98 SD-04 (NECCO A4 LATERAL) STA 9+50 to 24+00 CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-02 & SD-03 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 46 98 SD-03 STA 9+50 to 16+50 SD-02 STA 9+50 to 12+00 SD-17 (SEE SHEET 55) SD-01 (SEE SHEET 44) CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. N W E S Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-01A 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 45 98 SD-01A STA 9+50 to 16+50 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E CONSTRUCTION NOTES: S WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-01 STA 9+50 TO 22+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 44 98 SD-01 STA 9+50 to 22+00 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD WATER PLAN & PROFILE WTR-01 & 02 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 43 98 WTR-01 STA 9+50 to 12+50 CONSTRUCTION NOTES: WRAP SSWR/STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). INSTALL 2" THICK DOW HIGHLOAD 60 BLUEBOARD INSULATION BETWEEN WATER AND EXISTING RCBC, 4' WIDE, MIN 10' LONG. WTR-02 STA 9+50 to 12+50 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 MATCHLINE SEE THIS SHEET Block 7 Block 6 Block 5 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 9 Block 10 Block 11 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Drive 'B' Bldg 9d Bldg 10d Bldg 12d Bldg 11d Bldg 13d Bldg 14d Block 11 Bldg 14d Block 5 Bldg 13d CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-14 STA 9+50 TO 19+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 42 98 SAN-14 STA 9+50 to 19+00 SANITARY SERVICE STATIONING BLDG NO. LOT SRVC SIZE STATION 12d 1 4" 15+49.00 2 4" 15+90.00 3 4" 15+95.00 4 4" 16+30.00 5 4" 16+35.88 6 4" 16+77.00 13d 1 4" 14+18.00 2 4" 14+42.00 3 4" 14+64.00 4 4" 14+86.00 5 4" 15+10.00 14d 1 4" 14+23.00 2 4" 14+28.00 3 4" 14+67.00 4 4" 14+72.00 5 4" 15+14.00 15d 1 4" 13+11.00 2 4" 13+06.00 3 4" 12+67.00 4 4" 12+62.00 5 4" 12+27.00 6 4" 12+22.00 7 4" 11+83.00 8 4" 11+78.00 16d 1 4" 12+98.00 2 4" 12+56.00 3 4" 12+51.00 4 4" 12+16.00 5 4" 12+11.00 6 4" 11+67.00 N W E S SANITARY SERVICE STATIONING BLDG NO. LOT SRVC SIZE STATION 9d 1 4" 17+15.00 2 4" 17+39.00 3 4" 17+61.00 4 4" 17+81.00 5 4" 18+01.00 6 4" 18+21.00 7 4" 18+43.00 8 4" 18+68.00 10d 1 4" 17+09.00 2 4" 17+51.00 3 4" 17+56.00 4 4" 17+91.00 5 4" 17+96.00 6 4" 18+31.00 7 4" 18+36.00 8 4" 18+78.00 11d 1 4" 15+54.00 2 4" 15+78.00 3 4" 16+00.00 4 4" 16+20.00 5 4" 16+42.00 6 4" 16+72.00 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SAN-13 (SEE SHEET 40) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-13 STA 15+50 TO 21+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 41 98 SAN-13 STA 15+50 to 21+50 SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 3b 4" 21+22.00 4b 4" 19+80.00 5b 4" 18+33.00 17a 4" 17+14.00 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-13 STA 9+50 TO 15+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 40 98 SAN-13 STA 9+50 to 15+50 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SANITARY SERVICE STATIONING BLDG NO. LOT SRVC SIZE STATION 20d 1 & 2 6" 12+21.00 3 & 4 6" 11+73.00 5 & 6 6" 11+33.00 7 & 8 6" 10+95.00 19d 1 4" 14+98.00 2 & 3 6" 14+41.00 4 & 5 6" 14+01.00 6 & 7 6" 13+61.00 8 4" 13+06.00 18d 1 4" 12+33.00 2 & 3 6" 11+78.00 4 & 5 6" 11+38.00 6 & 7 6" 10+98.00 8 4" 10+41.00 OFFSITE SANITARY SEWER (SEE SHEET 32) SAN-14 (SEE SHEET 42) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 4960 4965 4970 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SCHLAGEL STREET Bldg 16a COLLAMER DRIVE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-09 & 10 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 39 98 SAN-09 STA 9+50 to 15+00 SAN-10 STA 9+50 to 11+50 N W E S SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 10c 6" 13+14.00 11c 6" 13+19.00 17d 4" 14+21.67 16a 4" 10+46.00 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SAN-08 (SEE SHEET 38) SAN-08 (SEE SHEET 38) SAN-08 (SEE SHEET 38) SAN-08 (SEE SHEET 38) 4965 4970 4945 4950 4955 4960 4965 4970 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-08 STA 9+50 TO 23+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 38 98 SAN-08 STA 9+50 to 23+00 SANITARY SERVICE STATIONING BLDG NO. LOT SRVC SIZE STATION 7d 1 4" 15+20.00 2 & 3 6" 14+65.00 4 & 5 6" 14+25.00 6 & 7 6" 13+85.00 8 4" 13+30.00 8d 1 4" 21+45.00 2 & 3 6" 20+90.00 4 & 5 6" 20+43.00 6 4" 19+79.00 15a n/a 4" 22+79.00 Club n/a 4" 15+93.00 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. OFFSITE SANITARY SEWER (SEE SHEET 31) SAN-09 (SEE SHEET 39) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-07 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 37 98 SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 1b 4" 10+51.00 2b 4" 11+97.00 SAN-07 STA 9+50 to 12+50 N W E S NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SAN-02 (SEE SHEET 35) SAN-02 (SEE SHEET 35) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 4960 4965 4970 11+50 11+00 10+50 10+00 9+50 Drive 'F' Drive 'H' Bldg 3c Bldg 4c CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-03, 04, & 05 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 36 98 SAN-03 STA 9+50 to 11+50 SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 3c 6" 11+06.00 4c 6" 11+11.00 5c 6" 11+06.00 6c 6" 11+11.00 8c 6" 10+56.00 9c 6" 11+06.00 SAN-04 STA 9+50 to 11+50 SAN-05 STA 9+50 to 11+50 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SAN-02 (SEE SHEET 34) SAN-02 (SEE SHEET 34) SAN-02 (SEE SHEET 34) SAN-02 (SEE SHEET 34) SAN-02 (SEE SHEET 35) SAN-02 (SEE SHEET 35) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 4950 4955 4960 4965 4970 28+00 27+50 27+00 26+50 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+25 MATCHLINE STA 19+25 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-02 STA 19+25 TO 28+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 35 98 SAN-02 STA 19+25 to 28+00 SANITARY SERVICE STATIONING BLDG NO. LOT SRVC SIZE STATION 3d 1 4" 20+56.00 2 4" 20+14.00 3 4" 20+09.00 4 4" 19+74.00 5 4" 19+69.00 6 4" 19+34.00 7 4" 19+29.00 2d 1 4" 22+05.00 2 4" 21+63.00 3 4" 21+58.00 4 4" 21+19.00 5 4" 21+14.00 1d 1 4" 23+99.00 2 4" 23+72.00 3 4" 23+67.00 4 4" 23+32.00 5 4" 23+27.00 6 4" 22+92.00 7 4" 22+87.00 8 4" 22+45.00 14a n/a 4" 25+95.00 1c n/a 6" 23+09.68 2c n/a 6" 22+13.83 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SAN-05 (SEE SHEET 36) SAN-06 (SEE SHEET 37) SAN-07 (SEE SHEET 37 ) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 4965 4970 4945 4950 4955 4960 4965 4970 19+25 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 MATCHLINE STA 19+25 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-02 STA 9+50 TO 19+25 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 34 98 SAN-02 STA 9+50 to 19+25 SANITARY SERVICE STATIONING BLDG NO. LOT SRVC SIZE STATION 7c n/a 6" 14+12.00 6d 1 4" 13+77.00 2 4" 13+35.00 3 4" 13+30.00 4 4" 12+95.00 5 4" 12+90.00 6 4" 12+55.00 7 4" 12+50.00 8 4" 12+09.00 5d 1 4" 15+46.00 2 4" 15+04.00 3 4" 14+99.00 4 4" 14+64.00 5 4" 14+59.00 6 4" 14+17.00 4d 1 4" 17+55.00 2 4" 17+13.00 3 4" 17+08.00 4 4" 16+73.00 5 4" 16+68.00 6 4" 16+33.00 7 4" 16+28.00 8 4" 15+86.00 3d 8 4" 18+85.00 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. OFFSITE SANITARY SEWER (SEE SHEET 31) OFFSITE SANITARY SEWER (SEE SHEET 31) SAN-03 (SEE SHEET 36) SAN-04 (SEE SHEET 36) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SANITARY SEWER PLAN & PROFILE SAN-01 STA 9+50 TO 24+00 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 33 98 SAN-01 STA 9+50 to 24+00 SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 7a 4" 17+34.00 8a 4" 15+15.00 9a 4" 15+05.00 10a 4" 13+44.00 11a 4" 13+34.00 12a 4" 11+40.00 13a 4" 11+84.00 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 1a 4" 23+80.92 2a 4" 22+76.00 3a 4" 22+66.00 4a 4" 21+28.00 5a 4" 21+18.00 6a 4" 19+12.00 OFFSITE SANITARY SEWER (SEE SHEET 30) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD OFFSITE SANITARY SEWER STA 43+50 TO 47+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 32 98 OFFSITE SANITARY SEWER STA 43+50 to 47+50 NOTES: 1. ALL SANITARY SEWER MAINS SHALL BE SDR 35 PVC. 2. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. SAN-13 (SEE SHEET 40) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD OFFSITE SANITARY SEWER STA 32+50 TO 43+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 31 98 OFFSITE SANITARY SEWER STA 32+50 to 43+50 NOTES: 1. ALL SANITARY SEWER MAINS SHALL BE SDR 35 PVC. 2. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. SAN-02 (SEE SHEET 34) SAN-08 (SEE SHEET 38) SAN-11 (SEE SHEET 39) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD OFFSITE SANITARY SEWER STA 21+50 TO 32+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 30 98 OFFSITE SANITARY SEWER STA 21+50 to 32+50 NOTES: 1. ALL SANITARY SEWER MAINS SHALL BE SDR 35 PVC. 2. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD OFFSITE SANITARY SEWER STA 9+50 TO 21+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 29 98 OFFSITE SANITARY SEWER STA 9+50 to 21+50 NOTES: 1. ALL SANITARY SEWER MAINS SHALL BE SDR 35 PVC. 2. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. CAST-IN-PLACE CONCRETE MANHOLE BASE Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R Drive 'H' Drive 'G' Drive 'J' Bldg 10a Bldg 11a Bldg 12a Bldg 13a Bldg 1d Bldg 2d Bldg 3d Bldg 4d Bldg 5d Bldg 6d Bldg 2c Bldg 1c Bldg 3c Bldg 4c Bldg 5c Bldg 6c Bldg 8c Bldg 9c Bldg 7c SWARTZ, DAVID A, MILCAN, SUSAN MARIE LOT 29 ARREOLA, MANUEL L LOT 30 CUSACK, JOAN E LOT 37 MONDRAGON, LUCY V / CHRISTINA M, LOT 28 ALTA VISTA SUBDIVISION Graham, John C/Ginger L Kederike Lemay, LLC ROCKY MOUNTAIN RAPTOR PROGRAM MAIN STREET ALTA VISTA STREET MARTINEZ STREET EMMERICH, KARLA J LOT 41 BAZOIN-LAPPARTIENT, ANDREA MARIE, GREGORY C LOT 40 Tract W (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) Tract 5 (D, U, & PAE) Tract 3 (D, U, & PAE) KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS. 3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL). 5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED. 13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 16. ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER. 17. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 18. SEE SHEET 24 FOR FLOODPLAIN/FLOODWAY LIMITS AND REQUIREMENTS. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY PLAN 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 27 98 N W E S 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS. 3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL). 5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED. 13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 16. ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER. 17. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 18. SEE SHEET 24 FOR FLOODPLAIN/FLOODWAY LIMITS AND REQUIREMENTS. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY PLAN 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 26 98 DUAL SANITARY SEWER SERVICE LINE DETAIL Lot 5 Lot 6 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 4 MATCHLINE SEE SHEET 27 FUTURE LEMAY AVENUE Block 9 Block 10 Block 11 L ot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 12 Block 13 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Drive 'B' Drive 'B' Drive 'A' Drive 'B' Drive D' Drive 'C' Drive 'E' Bldg 5b Bldg 4b Bldg 3b Bldg 2b Bldg 15a Bldg 16a Bldg 17a Bldg 2c Bldg 3c Bldg 4c Bldg 5c Bldg 6c Bldg 8c Bldg 9c Bldg 12c Bldg 13c Bldg 14c Bldg 15c Bldg 10c Bldg 11c Bldg 7d Bldg 19d Bldg 20d Bldg 15d Bldg 18d Bldg 16d Bldg 17d Bldg 8d Bldg 9d Bldg 10d Bldg 12d Bldg 11d Bldg 13d Bldg 14d COMMUNITY CLUBHOUSE Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 SNYDER, RICHARD F SCHLAGEL, DONALD E /CHERYL D SCHLAGEL, LEONARD L /JUNE S UNTERBERGER, LORIN Graham, John C/Ginger L Tract F (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract O (Drainage, Utility, & Private Access Easement) Tract 1 (D, U, & PAE) Tract X (D, U, & PAE) Tract G (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) Tract 2 (D, U, & PAE) Tract 4 (D, U, & PAE) Tract 2 (D, U, & PAE) Tract K (D, U, & PAE) Tract E (D, U, & PAE) Tract I (D,U,&PAE) Lot 6 COLLAMER DRIVE Tract Y (D, U, & PAE) Lot 1 Lot 2 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS. 3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL). 5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED. 13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 16. ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER. 17. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 18. SEE SHEET 24 FOR FLOODPLAIN/FLOODWAY LIMITS AND REQUIREMENTS. 0 50' 50 25 50 100 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY PLAN 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 25 98 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD OVERALL UTILITY PLAN 8/28/19 1" = 100' N/A JTC JTC 18-1000-00 ---- 24 98 FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1. FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2. A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). 4. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 100-YR FLOODPLAIN (FEMA) 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) LEGEND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD PUBLIC INFRASTRUCTURE PHASING PLAN 8/28/19 1" = 100' N/A JTC JTC 18-1000-00 ---- 23 98 PHASE BOUNDARY LEGEND DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 22 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 21 98 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 20 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 19 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND (D,U,&PAE) Tract M (D,U,&PAE) Tract 4 (D,U,&PAE) Tract G (D,U,&PAE) Tract H (D,U,&PAE) Tract 3 (D,U,&PAE) Tract 3 (D,U,&PAE) Tract Q (D,U,&PAE) Tract R (D,U,&PAE) Block 10, Bldg 12d Tract G (D,U,&PAE) N. LEMAY AVENUE (80' ROW) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 18 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND Bldg 1b Block 9, Bldg 10d Pond B2 Pond B1 Pond A1 Pond B3 Tract T (Drainage, Utility, & Private Access Easement) Tract K (D,U,&PAE) Tract F (D,U,&PAE) Tract 2 (D,U,&PAE) Tract N (D,U,&PAE) Tract O (D,U,&PAE) Tract 5 (D,U,&PAE) Tract 5 (D,U,&PAE) Tract P (D,U,&PAE) Tract Q (D,U,&PAE) RAIN GARDEN CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 17 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 16 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND Lot 8 Block 12, Bldg 16d Block 4, Bldg 15d Block 3, Bldg 18d Block 1, Bldg 20d Block 2, Bldg 19d Block 5, Bldg 13d Block 11, Bldg 14d Tract A (D,U,&PAE) Tract H (D,U,&PAE) Tract G (D,U,&PAE) Tract 1 (D,U,&PAE) Tract Y (D,U,&PAE) Tract X (D,U,&PAE) Tract D (D,U,&PAE) Tract C (D,U,&PAE) Tract 2 (D,U,&PAE) Tract B (D,U,&PAE) Tract 3 (D,U,&PAE) Tract F (D,U,&PAE) Tract E (D,U,&PAE) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 15 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND Lot 8 Block 17 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 15 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 18 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 19 Pond A2 Pond A1 Pond B1 Pond D Pond D RAIN GARDEN B1 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE & EROSION CONTROL PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 14 98 NOTES 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8. RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES AND CONCURRENT WITH LANDSCAPE INSTALLATION. PLACE NECESSARY EROSION CONTROL PROTECTION TO MINIMIZE RISK OF NATIVE SOILS MIGRATING TO THE RAIN GARDEN GROWING MEDIA. THE RAIN GARDEN GRADING MAY BE UTILIZED AS A SEDIMENT TRAP PRIOR TO THE INSTALLATION OF THE DRAINAGE COURSE AND GROWING MEDIA. 9. REFERENCE NORTHFIELD FINAL DRAINAGE REPORT. 10. REFERENCE SHEETS 88 - 89 FOR EROSION CONTROL DETAILS. 11. RETAINING WALL DESIGN AND DETAILS TO BE PROVIDED WITH WALL PERMIT. 12. COORDINATION OF TRAIL LOCATION WITH THE LAKE CANAL DITCH COMPANY IS REQUIRED PRIOR TO DESIGN AND CONSTRUCTION OF THE REGIONAL RECREATIONAL TRAIL. FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. 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 IS 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 STORMWATER DEPARTMENT. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7. 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 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. AH BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE INLET PROTECTION OUTLET STRUCTURE PROTECTION ROCK SOCKS SEDIMENT CONTROL LOGS TEMPORARY SEDIMENT BASIN SURFACE ROUGHENING POND SPILL LOCATION (REFER TO DRAINAGE REPORT) W E S REGIONAL TRAIL SECTION A-A 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 -0+25 0+00 0+50 1+00 1+25 REGIONAL TRAIL SECTION B-B HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10' 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 -0+25 0+00 0+50 1+00 1+25 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE & EROSION CONTROL PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 13 98 NOTES 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8. RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES AND CONCURRENT WITH LANDSCAPE INSTALLATION. PLACE NECESSARY EROSION CONTROL PROTECTION TO MINIMIZE RISK OF NATIVE SOILS MIGRATING TO THE RAIN GARDEN GROWING MEDIA. THE RAIN GARDEN GRADING MAY BE UTILIZED AS A SEDIMENT TRAP PRIOR TO THE INSTALLATION OF THE DRAINAGE COURSE AND GROWING MEDIA. 9. REFERENCE NORTHFIELD FINAL DRAINAGE REPORT. 10. REFERENCE SHEETS 88 - 89 FOR EROSION CONTROL DETAILS. 11. RETAINING WALL DESIGN AND DETAILS TO BE PROVIDED WITH WALL PERMIT. 12. COORDINATION OF TRAIL LOCATION WITH THE LAKE CANAL DITCH COMPANY IS REQUIRED PRIOR TO DESIGN AND CONSTRUCTION OF THE REGIONAL RECREATIONAL TRAIL. FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. 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 IS 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 STORMWATER DEPARTMENT. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7. 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 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. AH BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE INLET PROTECTION OUTLET STRUCTURE PROTECTION ROCK SOCKS SEDIMENT CONTROL LOGS TEMPORARY SEDIMENT BASIN SURFACE ROUGHENING POND SPILL LOCATION (REFER TO DRAINAGE REPORT) Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 4 Block 9 Block 10 Block 11 L ot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 12 Block 13 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Pond B3 Pond A2 Pond B2 Tract O (Drainage, Utility, & Private Access Easement) Tract R (Drainage, Utility, & Private Access Easement) KEY MAP NTS N W E S 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date AH BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) NOTES 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8. RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES AND CONCURRENT WITH LANDSCAPE INSTALLATION. PLACE NECESSARY EROSION CONTROL PROTECTION TO MINIMIZE RISK OF NATIVE SOILS MIGRATING TO THE RAIN GARDEN GROWING MEDIA. THE RAIN GARDEN GRADING MAY BE UTILIZED AS A SEDIMENT TRAP PRIOR TO THE INSTALLATION OF THE DRAINAGE COURSE AND GROWING MEDIA. 9. REFERENCE NORTHFIELD FINAL DRAINAGE REPORT. 10. REFERENCE SHEETS 88 - 89 FOR EROSION CONTROL DETAILS. 11. RETAINING WALL DESIGN AND DETAILS TO BE PROVIDED WITH WALL PERMIT. 12. COORDINATION OF TRAIL LOCATION WITH THE LAKE CANAL DITCH COMPANY IS REQUIRED PRIOR TO DESIGN AND CONSTRUCTION OF THE REGIONAL RECREATIONAL TRAIL. N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD DRAINAGE & EROSION CONTROL PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 12 98 FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE INLET PROTECTION OUTLET STRUCTURE PROTECTION ROCK SOCKS SEDIMENT CONTROL LOGS TEMPORARY SEDIMENT BASIN SURFACE ROUGHENING COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. 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 IS 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 STORMWATER DEPARTMENT. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7. 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 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. POND SPILL LOCATION (REFER TO DRAINAGE REPORT) CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD OVERALL GRADING & DRAINAGE PLAN 8/28/19 1" = 100' N/A KRB JTC 18-1000-00 ---- 11 98 100-YR FLOODPLAIN (FEMA) 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) POND SPILL LOCATION (REFER TO DRAINAGE REPORT) Lot 5 Lot 6 Lot 7 Lot 8 Block 18 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 19 Bldg 10a Bldg 11a Bldg 12a Bldg 13a Bldg 1d Bldg 2d Bldg 3d Bldg 4d Bldg 5d Bldg 6d Bldg 2c Bldg 1c Bldg 3c Bldg 4c Bldg 5c Bldg 6c Bldg 9c Bldg 7c LANDMARK WAY Drive 'F' Drive 'F' Drive 'E' Drive 'I' Drive 'H' Drive 'G' Drive 'J' Tract V (Drainage, Utility, & Private Access Easement) MAIN STREET ALTA VISTA STREET N. LEMAY AVENUE MARTINEZ STREET SWARTZ, DAVID A, MILCAN, SUSAN MARIE LOT 29 ARREOLA, MANUEL L LOT 30 CUSACK, JOAN E LOT 37 EMMERICH, KARLA J LOT 41 TALLENT, CHARLES G / TAMI A BAZOIN-LAPPARTIENT, ANDREA MARIE, GREGORY C LOT 40 MONDRAGON, LUCY V / CHRISTINA M, LOT 28 ALTA VISTA SUBDIVISION ROCKY MOUNTAIN RAPTOR PROGRAM Graham, John C/Ginger L Kederike Lemay, LLC Tract R (Drainage, Utility, & Private Access Easement) Tract P (Drainage, Utility, & Private Access Easement) Tract Q (Drainage, Utility, & Private Access Easement) Tract 5 (D, U, & PAE) Tract 3 (D, U, & PAE) Bldg 8c RAIN GARDEN KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD HORIZONTAL CONTROL PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 9 98 NOTES: 1. ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET RIGHT-OF-WAY WORK. 3. TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. ALL CURB SHALL BE CATCH GUTTER UNLESS NOTED AS SPILL GUTTER. TRANSITION SHALL BE MADE IN 3 FEET OR AT CORNERS. 5. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT FOR THE SITE. 6. ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET STANDARDS. 7. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES WITH LANDSCAPE ARCHITECT. 8. COORDINATION OF TRAIL LOCATION WITH THE LAKE CANAL DITCH COMPANY IS REQUIRED PRIOR TO DESIGN AND CONSTRUCTION OF THE REGIONAL RECREATIONAL TRAIL. RESERVED PARKING VAN ACCESSIBLE DARK GREY COLORED CONCRETE PAVEMENT (BIKE LANE) CONCRETE SIDEWALK CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT LEGEND STOP P FIRE LANE LIGHT DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT (BIKE LANE BUFFER) 4" MOUNTABLE CURB & 1' SPILL GUTTER 4" MOUNTABLE CURB & 1' CATCH GUTTER 6" VERTICAL CURB & 1' SPILL GUTTER 6" VERTICAL CURB & 2' CATCH GUTTER FLUSH CURB 2' CURB TRANSITION 6" VERTICAL CURB & 1' CATCH GUTTER KEEP RIGHT Landmark Way NO PARKING ANY TIME NO PARKING ANY TIME DO NOT ENTER N W E S 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD HORIZONTAL CONTROL PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 8 98 NOTES: 1. ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET RIGHT-OF-WAY WORK. 3. TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. ALL CURB SHALL BE CATCH GUTTER UNLESS NOTED AS SPILL GUTTER. TRANSITION SHALL BE MADE IN 3 FEET OR AT CORNERS. 5. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT FOR THE SITE. 6. ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET STANDARDS. 7. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES WITH LANDSCAPE ARCHITECT. 8. COORDINATION OF TRAIL LOCATION WITH THE LAKE CANAL DITCH COMPANY IS REQUIRED PRIOR TO DESIGN AND CONSTRUCTION OF THE REGIONAL RECREATIONAL TRAIL. RESERVED PARKING VAN ACCESSIBLE DARK GREY COLORED CONCRETE PAVEMENT (BIKE LANE) CONCRETE SIDEWALK CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT LEGEND STOP P FIRE LANE LIGHT DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT (BIKE LANE BUFFER) 4" MOUNTABLE CURB & 1' SPILL GUTTER 4" MOUNTABLE CURB & 1' CATCH GUTTER 6" VERTICAL CURB & 1' SPILL GUTTER 6" VERTICAL CURB & 2' CATCH GUTTER FLUSH CURB 2' CURB TRANSITION 6" VERTICAL CURB & 1' CATCH GUTTER KEEP RIGHT Landmark Way NO PARKING ANY TIME NO PARKING ANY TIME DO NOT ENTER Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Tract F (Drainage, Utility, & Private Access Easement) Tract A Block 4 (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract O (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access Easement) Tract R (Drainage, Utility, & Private Access Easement) MATCHLINE SEE SHEET 9 FUTURE LEMAY AVENUE Block 9 Block 10 Block 11 L ot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 12 Block 13 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Bldg 5b Bldg 4b Bldg 3b Bldg 2b Bldg 15a Bldg 16a Bldg 17a Bldg 9c Bldg 12c Bldg 13c Bldg 14c Bldg 15c Bldg 10c Bldg 11c Bldg 7d Bldg 19d Bldg 20d Bldg 15d Bldg 18d Bldg 16d Bldg 17d Bldg 8d Bldg 9d Bldg 10d Bldg 12d Bldg 11d Bldg 13d Bldg 14d COMMUNITY CLUBHOUSE Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 LANDMARK WAY Drive 'B' Drive 'B' Drive 'A' Drive 'A' Drive 'B' Drive D' Drive 'C' Drive 'E' SCHLAGEL, DONALD E /CHERYL D SCHLAGEL, LEONARD L /JUNE S UNTERBERGER, LORIN Graham, John C/Ginger L Tract 1 (D, U, & PAE) Tract Y (D, U, & PAE) Tract X (D, U, & PAE) Tract C (D, U, & PAE) Tract D (D, U, & PAE) Tract G (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) Tract 2 (D, U, & PAE) Tract 4 (D, U, & PAE) Tract J (Drainage, Utility, & Private Access Easement) Tract M (D, U, & PAE) Tract 2 (D, U, & PAE) Tract K (D, U, & PAE) Tract L (D, U, & PAE) Tract B (D, U, & PAE) Tract E (D, U, & PAE) Tract I (D, U, & PAE) KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD HORIZONTAL CONTROL PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 7 98 NOTES: 1. ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET RIGHT-OF-WAY WORK. 3. TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. ALL CURB SHALL BE CATCH GUTTER UNLESS NOTED AS SPILL GUTTER. TRANSITION SHALL BE MADE IN 3 FEET OR AT CORNERS. 5. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT FOR THE SITE. 6. ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET STANDARDS. 7. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES WITH LANDSCAPE ARCHITECT. 8. COORDINATION OF TRAIL LOCATION WITH THE LAKE CANAL DITCH COMPANY IS REQUIRED PRIOR TO DESIGN AND CONSTRUCTION OF THE REGIONAL RECREATIONAL TRAIL. RESERVED PARKING VAN ACCESSIBLE DARK GREY COLORED CONCRETE PAVEMENT (BIKE LANE) CONCRETE SIDEWALK CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT LEGEND STOP P FIRE LANE LIGHT DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT (BIKE LANE BUFFER) 4" MOUNTABLE CURB & 1' SPILL GUTTER 4" MOUNTABLE CURB & 1' CATCH GUTTER 6" VERTICAL CURB & 1' SPILL GUTTER 6" VERTICAL CURB & 2' CATCH GUTTER FLUSH CURB 2' CURB TRANSITION 6" VERTICAL CURB & 1' CATCH GUTTER KEEP RIGHT Landmark Way NO PARKING ANY TIME NO PARKING ANY TIME DO NOT ENTER HDS PROJECT # SCALE (V) NORTHFIELD EXISTING CONDITIONS & DEMOLITION PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 6 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S KEY MAP NTS S E N W DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EXISTING CONDITIONS & DEMOLITION PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 5 98 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EXISTING CONDITIONS & DEMOLITION PLAN 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 4 98 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EXISTING CONDITIONS & DEMOLITION PLAN 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 3 98 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 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 LOCAL ENTITY 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 LOCAL ENTITY, 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 LOCAL ENTITY 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 LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 19. ALL RECOMMENDATIONS OF THE "FINAL DRAINAGE REPORT FOR NORTHFIELD", DATED AUGUST 2019, AND "EROSION CONTROL REPORT/STORMWATER MANAGEMENT PLAN FOR NORTHFIELD", DATED AUGUST 2019 BY HIGHLAND DEVELOPMENT SERVICES 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 LOCAL ENTITY 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 LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY 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 LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY 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 LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY 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 LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY 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 FLOODPLAIN 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. (LOCAL ENTITY, COUNTY OR STATE), 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 LOCAL ENTITY 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 LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 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 LOCAL ENTITY 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 LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40. PROJECT BENCHMARKS: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #43-97 ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL BRIDGE AT NORTH LEMAY AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE. AND CONIFER STREET ELEV= 4960.11 CITY OF FORT COLLINS BENCHMARK #12-07 SOUTH SIDE OF VINE DRIVE ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK BASIN 0.4 MILES EAST OF NORTH LEMAY AVENUE ELEV= 4947.86 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4960.11 (NAVD88 DATUM) - 3.17 NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4947.86 (NAVD88 DATUM) - 3.18 HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM. HORIZONTAL CONTROL BASED VRS. 41. ALL STATIONING IS BASED ON FLOWLINE 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 LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY 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 LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY 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 LOCAL ENTITY, 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 LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: NO PRIVATE STREET PROPOSED. 48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: APF MITIGATION VARIANCE, NO WESTBOUND RIGHT TURN LANE ON SUNIGA RD AT LANDMARK WAY VARIANCE. CITY OF FORT COLLINS CONSTRUCTION NOTES A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN 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 PRIOR TO 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 LOCAL ENTITY. 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 CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY 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 LOCAL ENTITY 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. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. a. BELOW ALL GUTTER DOWNSPOUTS. b. OUT TO DRAINAGE SWALES. c. ALONG LOT PERIMETER. d. OTHER LOCATIONS, IF NEEDED. 16. 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/COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. 18. AN ONSITE DETENTION POND WILL BE PROVIDED TO CONTROL STORMWATER RUNOFF FROM THE SITE. 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 LOCAL ENTITY 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 LOCAL ENTITY ENGINEER IN LOVELAND. 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 LOCAL ENTITY 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 LOCAL ENTITY 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 LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN ¼ 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 LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY 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 LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL 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 LOCAL TRAFFIC ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL TRAFFIC ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL 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. B. STORM DRAINAGE NOTES 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2. ALL RECOMMENDATIONS OF THE "FINAL DRAINAGE REPORT FOR NORTHFIELD", DATED AUGUST 2019, AND "EROSION CONTROL REPORT/STORMWATER MANAGEMENT PLAN FOR NORTHFIELD", DATED AUGUST 2019 BY HIGHLAND DEVELOPMENT SERVICES 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. WATERLINE NOTE 1. 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. F. WATER & SEWER NOTES 1. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS UTILITIES STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 2. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS UTILITIES STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD GENERAL NOTES 8/28/19 N/A N/A KRB JTC 18-1000-00 ---- 2 98 CITY OF FORT COLLINS GENERAL NOTES EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV LINE PROPOSED CABLE TV PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT EXISTING ROW Vicinity Map Scale: 1" = 1000' PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #43-97 ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL BRIDGE AT NORTH LEMAY AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE. AND CONIFER STREET ELEV= 4960.11 CITY OF FORT COLLINS BENCHMARK #12-07 SOUTH SIDE OF VINE DRIVE ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK BASIN 0.4 MILES EAST OF NORTH LEMAY AVENUE ELEV= 4947.86 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = 4960.11 (NAVD88) - 3.17 NGVD UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = 4947.86 (NAVD88) - 3.18 UTILITY CONTACTS: LIGHT & POWER City of Fort Collins Light & Power 700 Wood Street Fort Collins, Colorado 80522 Contact: Luke Unruh Ph. 970.416.2724 STORMWATER,WATER & WASTEWATER City of Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80522 Contact: Dan Mogen Ph. 970.221.6192 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.490.7501 CABLE SERVICE Comcast 1201 University Dr. Fort Collins, Colorado 80521 Contact: Don Kapperman Ph. 970.567.0245 DEVELOPER Landmark Real Estate Holdings 6341 Fairgrounds Ave, Suite 100 Windsor, CO 80550 Ph. 970.460.0567 ENGINEER Highland Development Services 6355 Fairgrounds Ave, Suite 100 Windsor, CO 80550 Ph. 970.674.7550 LANDSCAPE ARCHITECT The Birdsall Group 444 Mountain Ave Berthoud CO, 80513 Ph. 970.532.5891 SURVEYOR PLS Group 532 W 66th Street Loveland, CO 80538 Ph. 970.669.2100 INDEX OF SHEETS Sheet No. Description of Sheets 1 COVER SHEET 2 GENERAL NOTES 3 - 6 EXISTING CONDITIONS & DEMOLITION PLANS 7 - 9 HORIZONTAL CONTROL PLANS 10 LINE AND CURVE TABLES 11 OVERALL GRADING & DRAINAGE PLAN 12 - 14 DRAINAGE & EROSION CONTROL PLANS 15 - 22 DETAILED GRADING PLANS 23 PUBLIC INFRASTRUCTURE PHASING PLAN 24 OVERALL UTILITY PLAN 25 - 27 UTILITY PLANS 28 STORM & SANITARY SEWER OVERALL PLAN 29 - 32 OFFSITE SANITARY SEWER PLAN & PROFILES 33 - 42 SANITARY SEWER PLAN & PROFILES 43 WATER PLAN & PROFILES 44 - 57 STORM PLAN & PROFILES 58 PERMANENT DEWATERING PLAN 59 - 74 STREET PLAN & PROFILES 75 - 76 SUNIGA ROAD MEDIAN PLANS 77 - 80 SUNIGA ROAD CROSS SECTIONS 81 - 83 INTERSECTION DETAILS 84 SUNIGA RD SIGNAGE & STRIPING PLAN 85 LEMAY AVE SIGNAGE & STRIPING PLAN 86 - 87 SITE DETAILS 88 - 89 EROSION CONTROL DETAILS 90 - 95 DRAINAGE DETAILS 96 - 98 UTILITY DETAILS UTILITY PLANS FOR NORTHFIELD LOCATED IN THE SOUTHEAST 1/4 SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO AUGUST 2019 ABBREVIATION LIST ABC AGGREGATE BASE COURSE AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BLDG BUILDING BFV BUTTERFLY VALVE BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BW BOTTOM OF WALL C&G CURB & GUTTER CATV CABLE TELEVISION CDOT COLORADO DEPARTMENT OF TRANSPORTATION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CoFC CITY OF FORT COLLINS COMM COMMUNICATION CON CONDENSATE CONC CONCRETE COORD COORDINATION CW CHILL WATER CWR CHILL WATER RETURN CWS CHILL WATER SUPPLY DE DRAINAGE EASEMENT D,U,&PAE DRAINAGE, UTILITY, & PRIVATE ACCESS EASEMENT DEMO DEMOLITION DIA DIAMETER DIP DUCTILE IRON PIPE DOM DOMESTIC E EAST(ING) EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION ELCO EAST LARIMER COUNTY WATER DISTRICT ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EX EXISTING ESMT EASEMENT EST ESTIMATE(D) F FIRE LINE FCP FINAL COMPLIANCE PLAN FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GND GROUND GV GATE VALVE HBP HOT BITUMINOUS PAVEMENT HERCP HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HW HEADWALL IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) LCUASS LARIMER COUNTY URBAN AREA STREET STANDARDS LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM N NORTH(ING) NA NOT APPLICABLE NECCO NORTHEAST COLLEGE CORRIDOR OUTFALL NHBZ NATURAL HABITAT BUFFER ZONE NTS NOT TO SCALE NWCWD NORTH WELD COUNTY WATER DISTRICT OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY P&UE PEDESTRIAN & UTILITY EASEMENT PE PEDESTRIAN EASEMENT PERF PERFORATED PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PCR POINT OF CURB RETURN PH POTHOLE PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE R&R REMOVAL & REPLACEMENT RCBC REINFORCED CONCRETE BOX CULVERT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE RJ RESTRAINT JOINT ROW RIGHT-OF-WAY RT RIGHT SCH SCHEDULE S SOUTH SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SRVC SERVICE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN-OUT SSMH SANITARY SEWER MANHOLE SSWR SANITARY SEWER STA STATION STD STANDARD STM STEAM SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TBR TO BE REMOVED TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TW TOP OF WALL TYP TYPICAL XS CROSS SECTION UD UNDERDRAIN UE UTILITY EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VIF VERIFY IN FIELD VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE OR WEST WL WATERLINE WM WATER METER WQ WATER QUALITY WQCV WATER QUALITY CAPTURE VOLUME WSE WATER SURFACE ELEVATION WTR WATER 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. INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. JASON T. CLAEYS P.E. NO. 42122 Lake Canal Company UTILITY PLAN Approval District Manager APPROVED: Date North Weld County Water District UTILITY PLAN Approval District Manager APPROVED: Date East Larimer County Water District UTILITY PLAN Approval District Manager APPROVED: Date City of Greeley UTILITY PLAN Approval City Official APPROVED: Date TYPICAL CONNECTOR LOCAL W/ MEDIAN STREET SECTION TURN LANE MEDIAN DETAIL TYPICAL CONNECTOR LOCAL STREET SECTION N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD COVER SHEET 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 1 98 TYPICAL 4-LANE ARTERIAL STREET SECTION TYPICAL PRIVATE DRIVE SECTION