The URL can be used to link to this page

Home My WebLink AboutPEDERSEN TOYOTA EXPANSION - FDP - FDP180007 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION COVER SHEET 5/17/18 N/A N/A JTC RA 1 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. UTILITY PLANS FOR PEDERSEN TOYOTA EXPANSION LOT 1 PEDERSEN TOYOTA EXPANSION, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION GENERAL NOTES 5/17/18 N/A N/A JTC RA 2 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. KENSINGTON DRIVE SOUTH COLLEGE AVENUE (HWY 287) SOUTH MASON STREET 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION EXISTING CONDITIONS & DEMOLITION PLAN 5/17/18 1"=30' N/A JTC RA 3 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE CONTRACTOR DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON 1000-GAL UP UP SOUTH COLLEGE AVENUE (HWY 287) SOUTH MASON STREET KENSINGTON DRIVE 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION HORIZONTAL CONTROL PLAN 5/17/18 1"=30' N/A JTC RA 4 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON 1000-GAL UP UP SOUTH COLLEGE AVENUE (HWY 287) SOUTH MASON STREET KENSINGTON DRIVE INVENTORY/SERVICE ADDITION FFE = 5035.50 (RE: ARCH) OFFICES/SHOWROOM (EXISTING BLDG) FFE = 5034.05 (RE: ARCH) CUSTOMER SERVICE ADDITION FFE = 5034.05 (RE: ARCH) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION DRAINAGE & EROSION CONTROL PLAN 5/17/18 1" = 40' N/A JTC RA 5 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 1000-GAL DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON SOUTH MASON STREET MATCHLINE SEE SHEET 7 MATCHLINE SEE SHEET 8 INVENTORY/SERVICE ADDITION FFE = 5035.50 (RE: ARCH) CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 SCALE: 1" = 15 7.5 15 30 15' LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SPILL GUTTER NOTES: 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD. DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON MATCHLINE SEE SHEET 6 MATCHLINE SEE SHEET 9 SOUTH COLLEGE AVENUE (HWY 287) OFFICES/SHOWROOM (EXISTING BLDG) FFE = 5034.05 (RE: ARCH) CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 SCALE: 1" = 15 7.5 15 30 15' LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SPILL GUTTER NOTES: 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD. 3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 6 SOUTH MASON STREET KENSINGTON DRIVE INTERIOR SLAB TO SLOPE TO ACHIEVE ENTRY DRIVE ELEVATION (RE: ARCH) INVENTORY/SERVICE ADDITION FFE = 5035.50 (RE: ARCH) CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 SCALE: 1" = 15 7.5 15 30 15' LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SPILL GUTTER NOTES: 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD. 3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL UP UP KENSINGTON DRIVE MATCHLINE SEE SHEET 8 MATCHLINE SEE SHEET 7 SOUTH COLLEGE AVENUE (HWY 287) INTERIOR SLAB TO SLOPE TO ACHIEVE ENTRY DRIVE ELEVATION (RE: ARCH) OFFICES/SHOWROOM (EXISTING BLDG) FFE = 5034.05 (RE: ARCH) CUSTOMER SERVICE ADDITION FFE = 5034.05 (RE: ARCH) CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 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 SCALE: 1" = 15 7.5 15 30 15' LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SPILL GUTTER 1000-GAL UP UP NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON SOUTH COLLEGE AVENUE (HWY 287) KENSINGTON DRIVE SOUTH MASON STREET 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION UTILITY PLAN 5/17/18 1" = 30' N/A JTC RA 10 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: UP SOUTH COLLEGE AVENUE (HWY 287) KENSINGTON DRIVE OFFICES/SHOWROOM (EXISTING BLDG) FFE = 5034.05 (RE: ARCH) SD-01 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 5025 5030 5035 5040 5025 5030 5035 5040 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+75 SOUTH COLLEGE AVENUE (HWY 287) OFFICES/SHOWROOM (EXISTING BLDG) FFE = 5034.05 (RE: ARCH) SD-02 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 5020 5025 5030 5035 5040 5020 5025 5030 5035 5040 11+50 11+00 10+50 10+00 9+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION STORM DRAIN PLAN & PROFILE 5/17/18 1"=30' 1"=3' JTC RA 11 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET 1000-GAL INVENTORY/SERVICE ADDITION FFE = 5035.50 (RE: ARCH) SOUTH MASON STREET SD-03 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 5030 5035 5040 5030 5035 5040 11+75 11+50 11+00 10+50 10+00 9+75 DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON SD-04 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 5030 5035 5040 5030 5035 5040 9+75 10+00 10+50 11+00 11+50 SD-05 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 5025 5030 5035 5040 5045 5025 5030 5035 5040 5045 12+45 12+00 11+50 11+00 10+50 10+00 9+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PERMEABLE INTERLOCKING CONCRETE PAVER SECTION 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION PERMEABLE PAVER PLAN 5/17/18 1" = 10' N/A JTC RA 13 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner 0 10' 10 5 10 20 SCALE: 1" = CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PAVER 3 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION PERMEABLE PAVER PLAN 5/17/18 1" = 10' N/A JTC RA 14 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner 0 10' 10 5 10 20 SCALE: 1" = CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PAVER 1 PAVER 2 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION DETAILS 5/17/18 N/A N/A JTC RA 15 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 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 NOTE: FOR SD INLET-01, PLACE 100-YR ORIFICE PLATE OVER DOWNSTREAM OPENING. ORIFICE DIA = 4- 1 16" (CORROSION RESISTANT PLATE & FASTENERS) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION DETAILS 5/17/18 N/A N/A JTC RA 16 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 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 CURB CUT W/ RIPRAP PAD DETAIL SECTION A-A PLAN ELEVATION SIDEWALK CHASE DETAIL SANITARY / STORM CLEANOUT DETAIL PLAN VIEW SMALL PIPE HEADWALL NOTES: 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION DETAILS 5/17/18 N/A N/A JTC RA 17 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 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 ® SANITARY SERVICE CONNECTION AT SANITARY SEWER MAIN NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION DETAILS 5/17/18 N/A N/A JTC RA 18 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 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 SIGN DETAIL CURB RAMP DETAIL (FOR USE ONSITE) 6" CURB AND 1' SPILL GUTTER 6" CURB AND 1' CATCH GUTTER CURB AND GUTTER DETAIL (ON-SITE ONLY) ASPHALT PAVING SECTION DETAIL HEAVY DUTY LIGHT DUTY . CONCRETE PAVING SECTION DETAIL CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL BOLLARD DETAIL 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION DETAILS 5/17/18 N/A N/A JTC RA 19 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 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 NTS SUBDRAIN LATERAL CONNECTION PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION STORM DRAIN PLAN & PROFILE 5/17/18 1"=30' 1"=3' JTC RA 12 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner 0 30' 30 15 30 60 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 3' CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 30' 30 15 30 60 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 3' NOTES: 1. PIPE LENGTHS ARE GIVEN FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD. 3. STORM SEWER PIPE SHALL BE SDR 35 PVC WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN, AND BEDDED PER DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 4. ALL INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 5. ALL STORM DRAIN PRIVATELY OWNED AND MAINTAINED. 6. SEE SHEETS 13 - 14 FOR PERMEABLE PAVER UNDERDRAIN. Date Environmental Planner NOTES: 1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES. 2. SITE CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5-FEET FROM BUILDING UNLESS OTHERWISE NOTED. SITE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF BUILDING UTILITIES WITH ARCHITECTURAL DRAWINGS. 3. ALL STORM SEWER, POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 4. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 5. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 6. SANITARY SEWER SERVICE LINES SHALL BE SDR 35 PVC. 7. STORM SEWER PIPE SHALL BE SDR 35 PVC WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN. 8. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION. 9. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 10. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 11. CITY OF FORT COLLINS LIGHT & POWER (L&P) SHALL INSTALL PRIMARY LINE FROM CONNECTION POINT TO ELECTRIC VAULT, SECONDARY LINES FROM VAULT TO METER, AND BUILDING METER. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS METER GROUP FOR METER LOCATION. CONTACT CITY OF FORT COLLINS LIGHT & POWER FOR THEIR CURRENT REQUIREMENTS. 12. 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. 13. SEE SHEETS 11 - 12 FOR STORM DRAIN PROFILES 14. SEE SHEETS 13 - 14 FOR PERMEABLE PAVER UNDERDRAINS. CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD. 3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 4. ALL WALKS TO HAVE 2.0% CROSS SLOPE TOWARDS PARKING AREAS, DRIVES, AND AWAY FROM STRUCTURES. 5. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALLS GREATER THAN 2 FEET HIGH. PERMEABLE PAVERS TURF REINFORCEMENT MAT (TRM, NA GREEN C350 OR ENGINEER APPROVED EQUAL) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION GRADING PLAN 5/17/18 1"=15' N/A JTC RA 9 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 ENGINEER RECOMMENDATIONS. 4. ALL WALKS TO HAVE 2.0% CROSS SLOPE TOWARDS PARKING AREAS, DRIVES, AND AWAY FROM STRUCTURES. 5. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALLS GREATER THAN 2 FEET HIGH. PERMEABLE PAVERS TURF REINFORCEMENT MAT (TRM, NA GREEN C350 OR ENGINEER APPROVED EQUAL) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION GRADING PLAN 5/17/18 1"=15' N/A JTC RA 8 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 ENGINEER RECOMMENDATIONS. 4. ALL WALKS TO HAVE 2.0% CROSS SLOPE TOWARDS PARKING AREAS, DRIVES, AND AWAY FROM STRUCTURES. 5. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALLS GREATER THAN 2 FEET HIGH. PERMEABLE PAVERS TURF REINFORCEMENT MAT (TRM, NA GREEN C350 OR ENGINEER APPROVED EQUAL) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION GRADING PLAN 5/17/18 1"=15' N/A JTC RA 7 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 4. ALL WALKS TO HAVE 2.0% CROSS SLOPE TOWARDS PARKING AREAS, DRIVES, AND AWAY FROM STRUCTURES. 5. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALLS GREATER THAN 2 FEET HIGH. PERMEABLE PAVERS TURF REINFORCEMENT MAT (TRM, NA GREEN C350 OR ENGINEER APPROVED EQUAL) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION GRADING PLAN 5/17/18 1"=15' N/A JTC RA 6 of 19 ARCHITECTURAL WORKSHOP 280 S. PENNSYLVANIA STREET DENVER, CO 80209 PHONE: 303.788.1717 FAX: 303.788.1964 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner LEGEND 0 40' 40 20 40 80 SCALE: 1" = CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. BMP SEQUENCE CHART 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. REFERENCE SHEET 19 FOR EROSION CONTROL DETAILS. 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, WITHIN A MINIMUM OF 24 HOURS, BY THE CONTRACTOR. PERMEABLE PAVER SYSTEM PROTECTION NOTES: 1. PERMEABLE PAVER CONSTRUCTION SHALL OCCUR AT THE LAST POSSIBLE STAGE IN CONSTRUCTION. PROTECT THE SURFACE OF THE BASE AGGREGATE WITH GEOTEXTILE AND AN ADDITIONAL 2 INCH THICK LAYER OF THE SAME BASE AGGREGATE OVER THE GEOTEXTILE. THICKEN THIS LAYER AT TRANSITIONS TO MATCH ELEVATIONS OF ADJACENT PAVEMENT SURFACES SUBJECT TO VEHICULAR TRAFFIC. WHEN CONSTRUCTION TRAFFIC HAS CEASED AND ADJACENT SOILS ARE VEGETATED OR STABILIZED, REMOVE GEOTEXTILE AND SOILED AGGREGATE AND INSTALL THE REMAINDER OF THE PERVIOUS PAVER SYSTEM. 2. PROTECT THE FINISHED PERVIOUS PAVER SYSTEMS BY COVERING THE SURFACES WITH A WOVEN GEOTEXTILE AND A MINIMUM 2 INCH THICK NO. 8 OPEN GRADED AGGREGATE REMOVE AGGREGATE LAYER AND GEOTEXTILE UPON PROJECT AND LANDSCAPING COMPLETION. 3. ONCE GEOTEXTILE AND AGGREGATE LAYERS ARE REMOVED, CLEAN THE PERVIOUS PAVER SURFACES AND JOINTS WITH A VACUUM MACHINE CAPABLE OF REMOVING AN INCH OF THE STONE FROM THE JOINTS. VACUUM A TEST AREA AND INSPECT THE JOINTS WHEN STONE IS REMOVED TO BE SURE THERE ARE NO VISIBLE TRACES OF SEDIMENT ON THE STONE REMAINING IN THE JOINTS. IF IT IS VISIBLE, THEN VACUUM OUT JOINTING STONES UNTIL NO SEDIMENT IS PRESENT. FILL THE JOINS WITH CLEAN STONES AND SWEEP THE PERVIOUS PAVER SURFACES CLEAN. INLET PROTECTION - TYPE I INLET PROTECTION - TYPE II CONCRETE WASHOUT STRUCTURE CONSTRUCTION ENTRANCE & SILT FENCE VEHICLE TRACKING PAD DRAINAGE ARROW FLOW PATH BASIN BOUNDARY DESIGN POINT BASIN LABEL TURF REINFORCEMENT MAT GRAVEL BAG OUTLET STRUCTURE PROTECTION EROSION LOG CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 30' 30 15 30 60 SCALE: 1" = RESERVED PARKING VAN ACCESSIBLE STOP P FIRE LANE NOTES: 1. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION 2. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT FOR THE SITE. 3. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS AND STANDARDS. 4. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES WITH ARCH AND LANDSCAPE. 5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKING. 6. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD COORDINATED WITH OWNER. 7. REFERENCE ARCH AND LANDSCAPE PLANS FOR CONTROL AND EXPANSION JOINT DETAILS. LIGHT DUTY ASPHALT PAVEMENT LIGHT DUTY CONCRETE HEAVY DUTY ASPHALT PAVEMENT LEGEND CURB AND SPILL GUTTER HEAVY DUTY CONCRETE PAVEMENT SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES. 2. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND 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 CITY APPROVAL FOR REMOVAL. 3. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVEMENT, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF ALL AREAS DISTURBED/DAMAGED BY CONSTRUCTION INCLUDING BUT NOT LIMITED TO SIDEWALKS, ASPHALT, CURB/GUTTER, IRRIGATION AND LANDSCAPE AREAS TO THEIR ORIGINAL CONDITION OR BETTER. 6. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO NEAREST JOINT. 7. ALL UTILITY DISCONNECTION/REMOVAL/CONNECTION MEANS AND/OR SCHEDULE SHALL BE COORDINATED WITH THE UTILITY PROVIDER. 8. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 9. ALL FOUNDATIONS TO BE REMOVED TO BOTTOM OF FOOTERS. 10. ALL BACKFILL TO BE COMPLETED PER SPECIFICATIONS BY SITE CONTRACTOR. 11. FOR TREE REMOVAL AND PROTECTION, REFER TO LANDSCAPE TREE MITIGATION PLAN. INFORMATION SHOWN ON THIS PLAN IS FOR COORDINATION PURPOSES ONLY. 12. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL SITE DEMO. 13. 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. LEGEND DEMO UTILITIES DEMO SITE FEATURES DEMO STRUCTURE/UTILITY/LIGHT/ETC. TREE REMOVAL/RELOCATION (RE: LA) PROTECT EXISTING TREES (RE: LA) 0 30' 30 15 30 60 SCALE: 1" = COUNTY OF LARIMER, STATE OF COLORADO MAY 2018 UTILITY CONTACTS: 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. PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) CITY OF FORT COLLINS BENCHMARK #48-01 APPROXIMATELY 1/2 MILE SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE AT THE ENTRANCE TO BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR PARKING LOT, ON A CONCRETE CURB. PROJECT DATUM - ELEV=5033.57 NGVD 29 (UNADJUSTED) CITY OF FORT COLLINS BENCHMARK #15-94 ON THE NORTH SIDE OF WEST HARMONY RD, 450 FEET EAST OF HINSDALE DR., ON THE CONCRETE RING OF AN ELECTRIC MANHOLE NEAR THE NORTH RIGHT OF WAY FENCE. PROJECT DATUM - ELEV=5051.59 NGVD 29 (UNADJUSTED) NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NAVD 88 = 5033.57 NGVD 29 (UNADJUSTED) + 3.19 = 5036.76 NAVD 88 = 5051.59 NGVD 29 (UNADJUSTED) + 3.20 = 5054.79 BASIS OF BEARINGS AND LINEAL UNIT DEFINITION ASSUMING THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, T.7N., R.69W., AS BEARING NORTH 00°12'38" WEST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 2645.98 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. THE LINEAL DIMENSIONS AS CONTAINED HEREIN ARE BASED UPON THE "U.S. SURVEY FOOT." 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 PROPOSED EMERGENCY OVERFLOW ROUTE 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 WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES vicinity map Scale: 1" = 1000' 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. JASON T. CLAEYS P.E. NO. 42122 OWNER Pedersen Toyota 4455 S. College Ave Fort Collins, Colorado 80525 Ph. 970.688.4358 ENGINEER Interwest Consulting Group 1218 W. Ash St, Suite A Windsor, Colorado 80550 Ph. 970.674.3300 PLANNER/LANDSCAPE ARCHITECT BHA Design 1603 Oakridge Dr Fort Collins, Colorado 80525 Ph. 970.223.7577 SURVEYOR King Surveyors 650 Garden Drive Windsor, Colorado 80550 Ph. 970.686.5011 FORT COLLINS UTILITIES 700 Wood Street Fort Collins, Colorado 80522 WATER/WASTEWATER Wes Lamarque Ph. 970.416.2418 STORMWATER Wes Lamarque Ph. 970.416.2418 LIGHT & POWER Doug Martine Ph. 970.221.6700 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. 970.377.6401 INDEX OF SHEETS Sheet No. COVER SHEET 2 GENERAL NOTES EXISTING CONDITIONS & DEMOLITION PLAN 4 HORIZONTAL CONTROL PLAN 5 DRAINAGE & EROSION CONTROL PLAN Description of Sheets 6 - 9 GRADING PLAN 1 3 10 UTILITY PLAN 11 - 12 STORM DRAIN PLAN & PROFILE 13 - 14 PERMEABLE PAVER PLAN 15 - 19 DETAILS PROPOSED BUILDING ACCESS LOCATION ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BFP BACK FLOW PREVENTER BLDG BUILDING BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BW BOTTOM OF WALL C&G CURB & GUTTER CATV CABLE TELEVISION 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 DEMO DEMOLITION DIA DIAMETER DIP DUCTILE IRON PIPE E EAST(ING) EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EX EXISTING ESMT EASEMENT EST ESTIMATE(D) F FIRE LINE 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 HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HW HEADWALL IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) 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 NTS NOT TO SCALE 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 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 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 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 WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION