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Home My WebLink AboutMARS LANDING - PDP190013 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE, LANDSCAPE & ELEVATIONS PLANS76' ROW C L 54' - 8' 3' 5' 11' TRAVEL LANE WALK PARKING 5' 6' TRAVEL LANE PARKWAY MINOR COLLECTOR STREET MARS DRIVE BUFFER LC 11' 5' 3' 8' TRAVEL LANE WALK PARKING 6' 5' TRAVEL LANE PARKWAY BUFFER - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C0.0_Cover.dwg - Donald Cecil - 9/12/2019 # Date Issue / Description Init. MARS LANDING FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 5.0 feet and the maximum cover is 6.0 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590, the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage and Erosion Control Reports for Mars Landing dated MONTH, DAY 20__ by Galloway and Company, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C2.0_Horizontal Control.dwg - Donald Cecil - 9/12/2019 # Date Issue / Description Init. MARS LANDING FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK 6''SS 6''SS 6''SS 6''SS 6''SS 4''SS CO CO CO 4''SS 4''SS CO 5 4 3 6 2 EDGING, TYP. HOT TUB (OPTIONAL) FIRE PIT AND SEATING (OPTIONAL) CHILDREN'S PLAYGROUND SPACE (1500 SF APPROX.) ROCK MULCH, TYP. ROCK MULCH, TYP. UE UE UE UE UE UE UE G G G G G UT UT UT UT UT STM STM - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan.dwg - Sarah Adamson - 9/11/2019 # Date Issue / Description Init. MARS LANDING 6''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''SS CO 7 8 1 EDGING, TYP. ROCK MULCH, TYP. - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan.dwg - Sarah Adamson - 9/11/2019 # Date Issue / Description Init. MARS LANDING FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 GNK000008 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan.dwg - Sarah Adamson - 9/11/2019 # Date Issue / Description Init. MARS LANDING FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 GNK000008 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_PP1.0-Lite.dwg - Jim Galloway - 9/6/2019 # Date Issue / Description Init. MARS LANDING FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 GNK000008 JEP DBC SCALE: 1"=30' 0 15 30 PHOTOMETRIC PLAN PP1.0 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_PP1.1-LiteDets.dwg - Jim Galloway - 9/6/2019 # Date Issue / Description Init. MARS LANDING FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 GNK000008 JEP DBC PHOTOMETRIC DETAILS PP1.1 FIXTURES AA1 & AA2 POLES FOR AA1 & AA2 FIXTURE WP 18 4C AA2 AA1 AA2 AA1 AA1 AA1 AA2 DW REF. W/D W/D DW REF. W/D W/D DW REF. DW REF. W/D DW REF. W/D DW REF. W/D W/D DW REF. W/D DW REF. W/D W/D DW REF. DW REF. W/D REF. DW W/D DW REF. DW REF. W/D DW REF. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 501 SF SMALL 1 BED. 655 SF LARGE 1 BED. 561 SF MEDIUM 1 BED. 376 SF STUDIO 1,003 SF LARGE 2 BED. 728 SF SMALL 2 BED. 1,003 SF LARGE 2 BED. 1,004 SF LARGE 2 DW REF. W/D DW REF. DW REF. W/D W/D DW REF. W/D W/D W/D W/D DW REF. W/D DW REF. W/D W/D DW REF. DW REF. W/D W/D W/D DW REF. DW REF. W/D DW REF. DW REF. DW REF. DW REF. W/D DW REF. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 502 SF SMALL 1 BED. 899 SF MEDIUM 2 BED. 889 SF MEDIUM 2 BED. 1,014 SF LARGE 2 BED. 1,004 SF LARGE 2 BED. 1,003 SF LARGE 2 BED. 665 SF DW REF. DW REF. W/D W/D DW REF. W/D W/D DW REF. DW REF. W/D W/D DW REF. W/D W/D DW REF. W/D W/D DW REF. DW REF. W/D DW REF. W/D DW REF. DW REF. DW REF. W/D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 502 SF SMALL 1 BED. 513 SF SMALL 1 BED. 899 SF MEDIUM 2 BED. 728 SF SMALL 2 BED. 993 SF LARGE 2 BED. 1,012 SF LARGE 2 BED. 1,003 SF LARGE 2 BED. 1,066 SF 3 BED 665 SF LARGE 1 BED. DW REF. W/D W/D DW REF. W/D DW REF. DW REF. W/D W/D DW REF. W/D DW REF. W/D DW REF. W/D DW REF. DW REF. W/D W/D DW W/D REF. DW REF. W/D DW REF. W/D DW W/D REF. DW REF. W/D DW REF. W/D DW REF. UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D 14'-7 1/4" 25'-5" 25'-5" 25'-5" 12'-8 1/2" 25'-5" 25'-5" 25'-5" 40'-0 1/4" 219'-10" 27'-6" 7'-0" 27'-6" 62'-0" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 1 1/4" 484 SF SMALL 1 BED. 551 SF MEDIUM W/D W/D DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW W/D REF. W/D W/D W/D W/D W/D W/D W/D W/D DW REF. W/D W/D DW REF. W/D W/D DW REF. W/D DN UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D 14'-7 1/4" 25'-5" 25'-5" 38'-1 1/2" 25'-5" 25'-5" 25'-5" 40'-0 1/4" 219'-10" 27'-6" 7'-0" 27'-6" 62'-0" 216'-0 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 12'-8 1/2" 484 SF SMALL 1 BED. 484 SF SMALL 1 W/D W/D DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW W/D REF. W/D W/D W/D W/D W/D W/D W/D W/D DW REF. W/D W/D DW REF. W/D W/D DW REF. W/D DN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2'-7 5/8" A B C D 20'-2" 484 SF SMALL 1 BED. 484 SF SMALL 1 BED. 551 SF MEDIUM 1 BED. 551 SF MEDIUM 63'-2" 10'-6 1/2" 10'-1" 5'-0 1/2" END UNIT 9'-11 1/4" CLR. (FACE OF CONC.) EQ. EQ. 1a 2a 3a 4a 5a 6a 7a A B 21'-8" 10'-10" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-10" FRAME WALL CENTERED ON CONCRETE CURB BELOW TYPICAL TOP OF CURB ELEVATION AT PERIMETER AND DIVIDING WALLS (6" ABOVE TOP OF SLAB ELEVATION AT OHD) TYPICAL TOP OF SLAB ELEVATION AT BACK OF GARAGE (2" BELOW TOP OF CURB) TYPICAL TOP OF SLAB ELEVATION AT FRONT OF GARAGE/OHD (6" BELOW TOP OF CURB). REFER TO CIVIL GRADING FOR USGS ELEVATIONS AND FINISH FLOOR ELEVATIONS RELATIVE TO 100'-0" (FFE = 100'-0", TYP.) RE: CIVIL GRADING AND STRUCTURAL FOUNDATION PLANS FOR SLAB/CURB STEPPING LOCATIONS AND ELEVATIONS. *THIS PLAN SHOWN WITHOUT STEPS RELATIVE TO 100'-0". STEPS AT FFE RESULT IN STEPS AT TOP OF CURB, WALLS, ROOF, ETC. SLAB SLOPED TO DRAIN TOWARDS OVERHEAD DOORS. RE: SPOT ELEVATIONS (APPROXIMATELY 1/4"/1'-0" SLOPE), TYP. 1a 2a 3a 4a 5a 6a 7a A B 6" 9'-10 1/2" 6" 20'-3" 6" 9'-10 1/2" 6" 9'-11 1/4" 6" 100'-6" PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 ROOF PLAN NOTES • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS. ALL SOFFITS ARE TO BE FLAT, U.N.O. • ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRUCTURAL ENGINEER. • ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES. PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO CONNECT ROOF AREAS. • PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO PROVIDE ATTIC VENTILATION AS REQUIRED PER 2015 IBC SECTION 1203. RE: ROOF VENTING NOTES AND CALCULATIONS. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2015 IPC SECTION 305.5. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2015 IPC SECTION 315. WHERE APPLICABLE, PENETRATIONS IN FIRE-RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH 2015 IBC SECTION 714. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. 2015 INTERNATIONAL BUILDING CODE • ROOF ASSEMBLIES PER 2015 IBC CHAPTER 1501: ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER PROTECTION PER 2015 IBC SECTION 1503 AND ROOF COVERINGS PER SECTION 1507. RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION. • CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS PER 2015 IBC SECTION 1503.6. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE TO THE CRICKET OR SADDLE SLOPE. • LOW SLOPE ROOFS - ASPHALT SHINGLES: ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF 2:12 OR GREATER. DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2015 IBC SECTION 1507.2.8. • AN ICE BARRIER SHALL BE INSTALLED AT EAVES, EXTENDING FROM THE LOWEST EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2015 IBC SECTION 1507.2.8.2 OR AS REQUIRED BY LOCAL AMENDMENTS. • METAL ROOF PANELS: THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY WITH 2015 IBC SECTION 1507.4. • ROOF DRAINAGE PER 2015 IPC SECTION 1106: SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH SECTION 1106 BASED ON THE RAINFALL RATE AND C D 21'-8" 21'-8" 1b ACCESS AISLE 5'-0" PARKING STALL 8'-0" 2b 3b 4b 5b 6b 7b 6'-8 1/2" 8'-2" 3 1/2" 5'-0 1/2" 5'-0 1/2" 3 1/2" 5'-0 1/2" 5'-0 1/2" 3 1/2" 5'-0 1/2" 5'-0 1/2" 3 1/2" 5'-0 1/2" 5'-0 1/2" 3 1/2" 5'-3 1/2" 5'-3" 14'-10 1/2" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-10" C D 1b 2b 3b 4b 5b 6b 7b RE: CIVIL GRADING AND STRUCTURAL FOUNDATION PLANS FOR SLAB/CURB STEPPING LOCATIONS AND ELEVATIONS. *THIS PLAN SHOWN WITHOUT STEPS RELATIVE TO 100'-0". STEPS AT FFE RESULT IN STEPS AT TOP OF CURB, WALLS, ROOF, ETC. TYPICAL TOP OF CURB ELEVATION AT PERIMETER AND DIVIDING WALLS (6" ABOVE TOP OF SLAB ELEVATION AT OHD) TYPICAL TOP OF SLAB ELEVATION AT BACK OF GARAGE (2" BELOW TOP OF CURB) TYPICAL TOP OF SLAB ELEVATION AT FRONT OF GARAGE/OHD (6" BELOW TOP OF CURB). REFER TO CIVIL GRADING FOR USGS ELEVATIONS AND FINISH FLOOR ELEVATIONS RELATIVE TO 100'-0" (FFE = 100'-0", TYP.) SLAB SLOPED TO DRAIN TOWARDS OVERHEAD DOORS. RE: SPOT ELEVATIONS (APPROXIMATELY 1/4"/1'-0" SLOPE), TYP. PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: ROOF PLAN NOTES • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS. ALL SOFFITS ARE TO BE FLAT, U.N.O. • ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRUCTURAL ENGINEER. • ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES. PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO CONNECT ROOF AREAS. • PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO PROVIDE ATTIC VENTILATION AS REQUIRED PER 2015 IBC SECTION 1203. RE: ROOF VENTING NOTES AND CALCULATIONS. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2015 IPC SECTION 305.5. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2015 IPC SECTION 315. WHERE APPLICABLE, PENETRATIONS IN FIRE-RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH 2015 IBC SECTION 714. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. 2015 INTERNATIONAL BUILDING CODE • ROOF ASSEMBLIES PER 2015 IBC CHAPTER 1501: ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER PROTECTION PER 2015 IBC SECTION 1503 AND ROOF COVERINGS PER SECTION 1507. RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION. • CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS PER 2015 IBC SECTION 1503.6. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE TO THE CRICKET OR SADDLE SLOPE. • LOW SLOPE ROOFS - ASPHALT SHINGLES: ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF 2:12 OR GREATER. DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2015 IBC SECTION 1507.2.8. • AN ICE BARRIER SHALL BE INSTALLED AT EAVES, EXTENDING FROM THE LOWEST EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2015 IBC SECTION 1507.2.8.2 OR AS REQUIRED BY LOCAL AMENDMENTS. • METAL ROOF PANELS: THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY WITH 2015 IBC SECTION 1507.4. • ROOF DRAINAGE PER 2015 IPC SECTION 1106: SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH SECTION 1106 BASED ON THE RAINFALL RATE AND 21'-8" 2'-0" 1c 2c 3c 4c 5c 6c 7c F G 17'-10" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-10" ACCESS AISLE 8'-0" VAN PARKING STALL 8'-0" 70'-2" 23'-8" TYPICAL TOP OF CURB ELEVATION AT PERIMETER AND DIVIDING WALLS (6" ABOVE TOP OF SLAB ELEVATION AT OHD) TYPICAL TOP OF SLAB ELEVATION AT BACK OF GARAGE (2" BELOW TOP OF CURB) TYPICAL TOP OF SLAB ELEVATION AT FRONT OF GARAGE/OHD (6" BELOW TOP OF CURB). REFER TO CIVIL GRADING FOR USGS ELEVATIONS AND FINISH FLOOR ELEVATIONS RELATIVE TO 100'-0" (FFE = 100'-0", TYP.) RE: CIVIL GRADING AND STRUCTURAL FOUNDATION PLANS FOR SLAB/CURB STEPPING LOCATIONS AND ELEVATIONS. *THIS PLAN SHOWN WITHOUT STEPS RELATIVE TO 100'-0". STEPS AT FFE RESULT IN STEPS AT TOP OF CURB, WALLS, ROOF, ETC. SLAB SLOPED TO DRAIN TOWARDS OVERHEAD DOORS. RE: SPOT ELEVATIONS (APPROXIMATELY 1/4"/1'-0" SLOPE), TYP. 1c 2c 3c 4c 5c 6c 7c F G PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. ROOF PLAN NOTES • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS. ALL SOFFITS ARE TO BE FLAT, U.N.O. • ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRUCTURAL ENGINEER. • ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES. PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO CONNECT ROOF AREAS. • PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO PROVIDE ATTIC VENTILATION AS REQUIRED PER 2015 IBC SECTION 1203. RE: ROOF VENTING NOTES AND CALCULATIONS. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2015 IPC SECTION 305.5. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2015 IPC SECTION 315. WHERE APPLICABLE, PENETRATIONS IN FIRE-RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH 2015 IBC SECTION 714. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. 2015 INTERNATIONAL BUILDING CODE • ROOF ASSEMBLIES PER 2015 IBC CHAPTER 1501: ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER PROTECTION PER 2015 IBC SECTION 1503 AND ROOF COVERINGS PER SECTION 1507. RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION. • CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS PER 2015 IBC SECTION 1503.6. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE TO THE CRICKET OR SADDLE SLOPE. • LOW SLOPE ROOFS - ASPHALT SHINGLES: ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF 2:12 OR GREATER. DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2015 IBC SECTION 1507.2.8. • AN ICE BARRIER SHALL BE INSTALLED AT EAVES, EXTENDING FROM THE LOWEST EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2015 IBC SECTION 1507.2.8.2 OR AS REQUIRED BY LOCAL AMENDMENTS. • METAL ROOF PANELS: THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY WITH 2015 IBC SECTION 1507.4. • ROOF DRAINAGE PER 2015 IPC SECTION 1106: SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH SECTION 1106 BASED ON THE RAINFALL RATE AND 1ST LEVEL 100'-0" 18' PLATE 9' PLATE OVERALL BUILDING HEIGHT 18'-0" ADHERED MASONRY, TYP. VINYL WINDOW, TYP. ROOF FASCIA - TRIM 01, TYP. LAP SIDING - BODY 02 METAL PANEL - ACCENT 01 WINDOW TRIM - TRIM 01, TYP. 1ST LEVEL 100'-0" 18' PLATE 9' PLATE ADHERED MASONRY, TYP. VINYL WINDOW, TYP. ROOF FASCIA - TRIM 01, TYP. VERTICAL SIDING - BODY 03 METAL PANEL - ACCENT 01 METAL PARAPET CAP - TRIM 01, TYP. 2 12 1ST LEVEL 100'-0" 18' PLATE 9' PLATE ADHERED MASONRY, TYP. VINYL WINDOW, TYP. ROOF FASCIA - TRIM 01, TYP. LAP SIDING - BODY 02 METAL PANEL - ACCENT 01 METAL PARAPET CAP - TRIM 01, TYP. 2 12 1ST LEVEL 100'-0" 18' PLATE 9' PLATE UTILITY METERS, RE: CIVIL 1ST LEVEL 100'-0" 9' PLATE OVERALL BUILDING HEIGHT 13'-3" ADHERED MASONRY, TYP. COMPOSITE ROOF SHINGS, TYP. VERTICAL SIDING - BODY 03, TYP. ROOF VENTS, TYP 2:12 1ST LEVEL 100'-0" 9' PLATE ADHERED MASONRY, TYP. ROOF FASCIA - TRIM 01, TYP. VERTICAL SIDING - BODY 03, TYP. ROOF VENTS, TYP 2 12 1ST LEVEL 100'-0" 9' PLATE UTILITY METERS, RE: CIVIL ADHERED MASONRY, TYP. ROOF FASCIA - TRIM 01, TYP. VERTICAL SIDING - BODY 03, TYP. 2 12 1ST LEVEL 100'-0" 9' PLATE 3714D-16 3714D-16 3714D-16 3714D-16 3714D-16 3714D-16 ADHERED MASONRY, TYP. ROOF FASCIA - TRIM 01, TYP. LAP SIDING - BODY 02 139 SF MAINTENANCE 114 SF DOG WASH MAIL BODY 01 BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL LAP SIDING - BODY 02 VERTICAL SIDING - BODY 03, TYP. COMPOSITE WOOD SCREEN METAL PANEL - ACCENT 01, TYP. ADHERED MASONRY, TYP. STUCCO - ACCENT 02 STANDING SEAM METAL ROOF 5/4 HARDBOARD TRIM - TRIM 01, TYP. LAP SIDING - BODY 01, TYP. METAL RAILING - TRIM 01, TYP. PAINTED WOOD CORBELS - TRIM 01 METAL PARAPET CAP - TRIM 01, TYP. WALL-MOUNTED HVAC UNIT, TYP. VINYL WINDOW, TYP. 1X4 STUCCO TRIM - TRIM 01, TYP. 2 12 OVERALL BUILDING HEIGHT 38'-4 1/2" 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL STANDING SEAM METAL ROOF LAP SIDING - BODY 02 ADHERED MASONRY, TYP. VINYL WINDOW, TYP. VERTICAL SIDING - BODY 03, TYP. METAL PANEL - ACCENT 01, TYP. COMPOSITE WOOD SCREEN STUCCO - ACCENT 02 73'-7 1/2" 5/4 HARDBOARD TRIM - TRIM 01, TYP. PAINTED WOOD CORBELS - TRIM 01 1X4 STUCCO TRIM - TRIM 01, TYP. 2X12 FASCIA BOARD - TRIM 01, TYP. UTILITY METERS, RE: CIVIL METAL RAILING - TRIM 01, TYP. 2 12 4:12 BODY 01 BODY 02 BODY 03 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL LAP SIDING - BODY 02 VERTICAL SIDING - BODY 03, TYP. METAL PANEL - ACCENT 01 COMPOSITE WOOD SCREEN ADHERED MASONRY, TYP. STUCCO - ACCENT 02 STANDING SEAM METAL ROOF VINYL WINDOW, TYP. LAP SIDING - BODY 01, TYP. METAL PARAPET CAP - TRIM 01 216'-6 1/2" 5/4 HARDBOARD TRIM - TRIM 01, TYP. METAL RAILING - TRIM 01, TYP. PAINTED WOOD CORBELS - TRIM 01 1X4 STUCCO TRIM - TRIM 01, TYP. WALL-MOUNTED HVAC UNIT, TYP. 2X12 FASCIA BOARD - TRIM 01, TYP. PAINTED STEEL AWNING - TRIM 01, TYP. OVERALL BUILDING HEIGHT 38'-4 1/2" 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL LAP SIDING - BODY 02 METAL RAILING - TRIM 01, TYP. ADHERED MASONRY, TYP. VINYL WINDOW, TYP. METAL PANEL - ACCENT 01 COMPOSITE WOOD SCREEN STUCCO - ACCENT 02 METAL PARAPET CAP - TRIM 01 PAINTED WOOD CORBELS - TRIM 01, TYP. 5/4 HARDBOARD TRIM - TRIM 01 STANDING SEAM METAL ROOF VERTICAL SIDING - BODY 03 1X4 STUCCO TRIM - TRIM 01, TYP. UTILITY METERS, 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL METAL PANEL - ACCENT 01 COMPOSITE WOOD SCREEN ADHERED MASONRY, TYP. STUCCO - ACCENT 02 VINYL WINDOW, TYP. LAP SIDING - BODY 01, TYP. METAL RAILING - TRIM 01, TYP. LAP SIDING - BODY 02 METAL PARAPET CAP - TRIM 01, TYP. METAL PANEL - ACCENT 01 OVERALL BUILDING HEIGHT 39'-6 1/2" 1X4 STUCCO TRIM - TRIM 01, TYP. WALL-MOUNTED HVAC UNIT, TYP. 5/4 HARDBOARD TRIM - TRIM 01, TYP. 4 12 PAINTED WOOD CORBELS - TRIM 01, TYP. 2X12 FASCIA BOARD - TRIM 01, TYP. STANDING SEAM METAL ROOF 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL 4:12 VERTICAL SIDING - BODY 03 METAL RAILING - TRIM 01, TYP. LAP SIDING - BODY 01, TYP. ADHERED MASONRY, TYP. STUCCO - ACCENT 02 VINYL WINDOW, TYP. STANDING SEAM METAL ROOF METAL PANEL - ACCENT 01 COMPOSITE WOOD SCREEN 72'-6" 2X12 FASCIA BOARD - TRIM 01 UTILITY METERS, RE: CIVIL 1X4 STUCCO TRIM - TRIM 01, TYP. 5/4 HARDBOARD TRIM - TRIM 01, TYP. PAINTED WOOD CORBELS - TRIM 01 BODY 01 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL VERTICAL SIDING - BODY 03 ADHERED MASONRY, TYP. COMPOSITE WOOD SCREEN ADHERED MASONRY, TYP. STUCCO - ACCENT 02 1X4 STUCCO TRIM - TRIM 01, TYP. METAL PANEL - ACCENT 01 METAL RAILING - TRIM 02, TYP. 224'-2 1/2" LAP SIDING - BODY 01 METAL PARAPET CAP - TRIM 01, TYP. OVERALL BUILDING HEIGHT 39'-6 1/2" WALL-MOUNTED HVAC UNIT, TYP. VINYL WINDOW, TYP. PAINTED WOOD CORBELS - TRIM 01, TYP. STANDING SEAM METAL ROOF 2X12 FASCIA BOARD - TRIM 01, TYP. PAINTED STEEL AWNING - TRIM 02 2X4 STUCCO TRIM - TRIM 02 5/4 HARDBOARD TRIM - TRIM 01, TYP. 2 12 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL VERTICAL SIDING - BODY 03 ADHERED MASONRY, TYP. VINYL WINDOW, TYP. PAINTED WOOD CORBELS - TRIM 01 72'-6" 5/4 HARDBOARD TRIM - TRIM 01 2X12 FASCIA BOARD - TRIM 01 UTILITY METERS, RE: CIVIL 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 15'-2 1/2" 63'-8" COMPOSITION ROOF SHINGLES 2:12 8'-0" OVERHEAD DOOR - TRIM 01 PAINTED WOOD CORBELS - TRIM 01, TYP. 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" COMPOSITION ROOF SHINGLES LAP SIDING - BODY 03 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 10'-11 1/2" 63'-8" 2:12 PAINTED WOOD CORBELS - TRIM 01, TYP. 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" OVERALL BUILDING HEIGHT 15'-2 1/2" 24'-0 1/2" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2 12 2 12 1ST LEVEL 100'-0" 1ST PLATE 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 67'-8" COMPOSITION ROOF SHINGLES 2:12 8'-0" OVERHEAD DOOR - TRIM 01 PAINTED WOOD CORBELS - TRIM 01, TYP. 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 15'-1 1/2" 24'-0 1/2" 2 12 2 12 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 15'-1 1/4" 24'-0 1/2" 2 12 2 12 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" LAP SIDING - 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 15'-1 1/4" 70'-8" 2:12 PAINTED WOOD CORBELS - TRIM 01, TYP. 8'-0" OVERHEAD DOOR - TRIM 01 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" 2 12 2 12 LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 15'-1 1/2" 24'-2" 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" OVERALL BUILDING HEIGHT 15'-1 1/4" 24'-2" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2 12 2 12 1ST LEVEL 100'-0" 1ST PLATE T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 70'-8" OVERALL BUILDING HEIGHT 15'-1 1/2" 2:12 COMPOSITION ROOF SHINGLES PAINTED WOOD CORBELS - TRIM 01, TYP. BODY 01 BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE COMPOSITE WOOD VERSATILE GRAY (SW 6072) FOLKSTONE (SW 6005) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK TREX - COASTAL BLUFF * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. URBANE BRONZE (SW 7048) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE C ELEVATIONS A2.32 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE C - FRONT ELEVATION 1/4" = 1'-0" 2 GARAGE C - RIGHT SIDE ELEVATION 1/4" = 1'-0" 3 GARAGE C - LEFT SIDE ELEVATION 1/4" = 1'-0" 4 GARAGE C - REAR ELEVATION BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 67'-8" COMPOSITION ROOF SHINGLES 2:12 PAINTED WOOD CORBELS - TRIM 01, TYP. BODY 01 BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE COMPOSITE WOOD VERSATILE GRAY (SW 6072) FOLKSTONE (SW 6005) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK TREX - COASTAL BLUFF * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. URBANE BRONZE (SW 7048) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE B ELEVATIONS A2.31 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE B - FRONT ELEVATION 1/4" = 1'-0" 2 GARAGE B RIGHT SIDE ELEVATION 1/4" = 1'-0" 3 GARAGE B LEFT SIDE ELEVATION 1/4" = 1'-0" 4 GARAGE B REAR ELEVATION T.O. CURB 100'-6" OVERALL BUILDING HEIGHT 15'-1 1/4" 24'-0 1/2" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2 12 2 12 BODY 01 BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE COMPOSITE WOOD VERSATILE GRAY (SW 6072) FOLKSTONE (SW 6005) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK TREX - COASTAL BLUFF * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. URBANE BRONZE (SW 7048) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE A ELEVATIONS A2.30 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE A - FRONT ELEVATION 1/4" = 1'-0" 4 GARAGE A - REAR ELEVATION 1/4" = 1'-0" 3 GARAGE A - LEFT SIDE ELEVATION 1/4" = 1'-0" 2 GARAGE A - RIGHT SIDE ELEVATION STANDING SEAM METAL ROOF 1X4 STUCCO TRIM - TRIM 01, TYP. METAL PANEL - ACCENT 01 LAP SIDING - BODY 01, TYP. COMPOSITE WOOD SCREEN STUCCO - ACCENT 02 METAL PARAPET CAP - TRIM 01, TYP. METAL RAILINGS - TRIM 01, TYP. BODY 01 BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE VERSATILE GRAY (SW 6072) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK COMPOSITE WOOD TREX - COASTAL BLUFF * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. URBANE BRONZE (SW 7048) FOLKSTONE (SW 6005) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-48 ELEVATIONS A2.21 09.11.19 CW DA 1/8" = 1'-0" 1 REAR ELEVATION 1/8" = 1'-0" 2 RIGHT ELEVATION BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE VERSATILE GRAY (SW 6072) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK COMPOSITE WOOD TREX - COASTAL BLUFF * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. URBANE BRONZE (SW 7048) FOLKSTONE (SW 6005) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-48 ELEVATIONS A2.20 09.11.19 CW DA 1/8" = 1'-0" 1 FRONT ELEVATION 1/8" = 1'-0" 2 LEFT ELEVATION RE: CIVIL BODY 01 BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE VERSATILE GRAY (SW 6072) FOLKSTONE (SW 6005) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK COMPOSITE WOOD TREX - COASTAL BLUFF * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. URBANE BRONZE (SW 7048) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-42 ELEVATIONS A2.11 09.11.19 CW DA 1/8" = 1'-0" 1 REAR ELEVATION 1/8" = 1'-0" 2 RIGHT ELEVATION ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE VERSATILE GRAY (SW 6072) FOLKSTONE (SW 6005) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK COMPOSITE WOOD TREX - COASTAL BLUFF * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. URBANE BRONZE (SW 7048) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-42 ELEVATIONS A2.10 09.11.19 CW DA 1/8" = 1'-0" 1 FRONT ELEVATION 1/8" = 1'-0" 2 LEFT ELEVATION COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE COMPOSITE WOOD VERSATILE GRAY (SW 6072) FOLKSTONE (SW 6005) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK TREX - COASTAL BLUFF URBANE BRONZE (SW 7048) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO ACCESSORY BUILDING A1.41 09.11.19 CW DA 1/4" = 1'-0" 2 FRONT ELEVATION 1/4" = 1'-0" 3 SIDE ELEVATION 1 1/4" = 1'-0" 5 SIDE ELEVATION 2 1/4" = 1'-0" 4 BACK ELEVATION 1/4" = 1'-0" 1 1ST LEVEL - ACCESSORY ADHERED MASONRY, TYP. VINYL WINDOW, TYP. COMPOSITE ROOF SHINGLES, TYP. LAP SIDING - BODY 02 2:12 142 SF OFFICE 525 SF LOUNGE 98 SF RECEPTION 571 SF FITNESS 54 SF WOMEN 54 SF MEN 131 SF SITTING 22 SF MECH 3'-3" 2'-6" 2'-6" 3'-3" 4" 3'-0" 4'-3" 1'-1" BODY 01 BODY 02 BODY 03 ACCENT 01 ACCENT 02 TRIM 01 COLOR (MANUF.) COMMENTS STONE EXTERIOR FINISH MATERIAL SCHEDULE COMPOSITE WOOD VERSATILE GRAY (SW 6072) FOLKSTONE (SW 6005) LET IT RAIN (SW 9152) ROYAL BLUE (CMG METALS) ICICLE (SW 6238) CORONADO PROLEDGE - OAKBROOK TREX - COASTAL BLUFF URBANE BRONZE (SW 7048) METAL WALL PANEL LAP SIDING LAP SIDING VERTICAL SIDING STUCCO * ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL. 1/4" = 1'-0" 2 SIDE ELEVATION 1 1/4" = 1'-0" 5 FRONT ELEVATION 1/4" = 1'-0" 4 BACK ELEVATION 1/4" = 1'-0" 3 SIDE ELEVATION 2 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO CLUBHOUSE A1.40 09.11.19 CW DA 1/4" = 1'-0" 1 FIRST FLOOR CALCULATED AREA BEING DRAINED. WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION 1108. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS AND CONCEALED ROOF SPACES PER 2015 IBC SECTION 718.4.2. INSTALL IN LOCATIONS AS SHOWN IN PLAN; IN LINE WITH DWELLING UNIT SEPARATION WALLS, CORRIDORS, AND SUBDIVIDING THE ATTIC SPACE INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. OPENINGS IN DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS PER CODE. 1c 2c 3c 4c 5c 6c 7c F G PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE C ROOF PLAN A1.35 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE C - ROOF PLAN GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE C PLANS A1.34 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE C - 1ST LEVEL 1/4" = 1'-0" 2 GARAGE C - SLAB PLAN CALCULATED AREA BEING DRAINED. WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION 1108. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS AND CONCEALED ROOF SPACES PER 2015 IBC SECTION 718.4.2. INSTALL IN LOCATIONS AS SHOWN IN PLAN; IN LINE WITH DWELLING UNIT SEPARATION WALLS, CORRIDORS, AND SUBDIVIDING THE ATTIC SPACE INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. OPENINGS IN DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS PER CODE. C D 1b 2b 3b 4b 5b 6b 7b PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE B ROOF PLAN A1.33 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE B - ROOF PLAN # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE B PLANS A1.32 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE B - 1ST LEVEL 1/4" = 1'-0" 2 GARAGE B - SLAB PLAN CALCULATED AREA BEING DRAINED. WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION 1108. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS AND CONCEALED ROOF SPACES PER 2015 IBC SECTION 718.4.2. INSTALL IN LOCATIONS AS SHOWN IN PLAN; IN LINE WITH DWELLING UNIT SEPARATION WALLS, CORRIDORS, AND SUBDIVIDING THE ATTIC SPACE INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. OPENINGS IN DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS PER CODE. 1a 2a 3a 4a 5a 6a 7a A B PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE A ROOF PLAN A1.31 09.11.19 CW DA 1/4" = 1'-0" 2 GARAGE A - ROOF PLAN Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO GARAGE A PLANS A1.30 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE A - 1ST LEVEL 1/4" = 1'-0" 2 GARAGE A - SLAB PLAN 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 661 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 667 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 667 SF LARGE 1 BED. 1,066 SF 3 BED 728 SF SMALL 2 BED. 1,009 SF LARGE 2 BED. PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-48 - THIRD LEVEL BUILDING PLAN A1.22 09.11.19 CW DA 1/8" = 1'-0" 1 THIRD FLOOR BED. 551 SF MEDIUM 1 BED. 551 SF MEDIUM 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 667 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 667 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 667 SF LARGE 1 BED. 1,066 SF 3 BED 728 SF SMALL 2 BED. 1,009 SF LARGE 2 BED. PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-48 - SECOND LEVEL BUILDING PLAN A1.21 09.11.19 CW DA 1/8" = 1'-0" 1 SECOND FLOOR 1 BED. 668 SF LARGE 1 BED. 667 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 667 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 657 SF LARGE 1 BED. 667 SF LARGE 1 BED. 551 SF MEDIUM 1 BED. 484 SF SMALL 1 BED. 728 SF SMALL 2 BED. 1,066 SF 3 BED 668 SF LARGE 1 BED. PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-48 - FIRST LEVEL BUILDING PLAN A1.20 09.11.19 CW DA 1/8" = 1'-0" 1 FIRST FLOOR 665 SF LARGE 1 1,004 SF BED. LARGE 2 BED. 1,014 SF LARGE 2 BED. 889 SF MEDIUM 2 BED. A B C D PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-42 - THIRD LEVEL BUILDING PLAN A1.12 09.11.19 CW DA 1/8" = 1'-0" 1 THIRD FLOOR LARGE 1 BED. 665 SF LARGE 1 BED. 655 SF LARGE 1 BED. 561 SF MEDIUM 1 BED. 471 SF LARGE STUDIO 376 SF STUDIO 728 SF SMALL 2 BED. 1,066 SF 3 BED 513 SF SMALL 1 BED. A B C D 216'-0 1/2" 27'-6" 7'-0" 27'-6" 62'-0" 14'-7 1/4" 38'-1 1/2" 38'-1 1/2" 38'-1 1/2" 25'-5" 25'-5" 40'-0 1/4" 219'-10" PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-42 - SECOND LEVEL BUILDING PLAN A1.11 09.11.19 CW DA 1/8" = 1'-0" 1 SECOND FLOOR BED. 1,004 SF LARGE 2 BED. 471 SF LARGE STUDIO 512 SF SMALL 1 BED. 900 SF MEDIUM 2 BED. 900 SF MEDIUM 2 BED. 1,066 SF 3 BED 4'-0" 24'-1" 39'-4 1/4" 39'-6 3/4" 11'-4 1/2" 25'-5" 11'-4 1/2" 26'-10 1/4" 12'-6" 13'-3 3/4" 12'-2 1/2" 4'-0" 216'-0 1/2" 24'-1" 11 3/4" 26'-1 1/2" 26'-4 3/4" 22'-9" 26'-10 1/4" 12'-6" 26'-10 1/4" 10'-0 1/2" 27'-3" 12'-2 1/2" A B C D 27'-6" 7'-0" 27'-6" 62'-0" 4'-0" 12'-8 1/2" 12'-8 1/2" 11'-10 1/4" 1'-10 3/4" H20 12'-8 1/2" 12'-8 1/2" 1 1/4" PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 Date: Drawn By: Project No: Checked By: # DateDescription Issue / Init. GNK000008 STAMP THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT - - - - - - - - - - - - - - F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018 MARS LANDING FORT COLLINS, CO BUILDING A-42 - FIRST LEVEL BUILDING PLAN A1.10 09.11.19 CW DA 1/8" = 1'-0" 1 FIRST FLOOR 4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Chris Pletcher, P.E., District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT HYDROZONE CHART HIGH HYDROZONE MODERATE HYDROZONE LOW HYDROZONE VERY LOW HYDROZONE 18 GALLONS / SQUARE FEET / SEASON 10 GALLONS / SQUARE FEET / SEASON 3 GALLONS / SQUARE FEET / SEASON 0 GALLONS / SQUARE FEET / SEASON 0 SQUARE FEET 14,920 SQUARE FEET 24,345 SQUARE FEET 17,120 SQUARE FEET NOTE: ALL PLANTING BEDS NOT LABELED "MODERATE HYDROZONE" ARE CONSIDERED LOW HYDROZONE. LANDSCAPE CALCULATIONS PARKING LOT PERIMETER PARKING LOT INTERIOR TREE BIODIVERSITY 1 TREE / 25 LF ALONG ROW 1 TREE / 40 LF ALONG SIDE / REAR PROP MIN. 30" HEIGHT SCREEN ALONG 70% 6% OF PARKING LOT SHALL BE LANDSCAPE NO LANDSCAPE OVER 24" WITHIN 15' OF CURB CUT 1 CANOPY SHADE TREE / 150 SF OF INTERNAL LANDSCAPE AREA MAX. 33% OF ONE TREE SPECIES N/A N/A - WALL AT REAR, SEE CIVIL N/A 6% OF 63,873 = 3,834 SF NO LANDSCAPE OVER 24" IS LOCATED WITHIN 15' OF CURB CUT 25 TRES LANDSCAPE NOTES AND DETAILS L1.3 POK SRA CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. STREET TREE NOTES: 1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE. 3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR. 4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 5. SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS. TREE PROTECTION NOTES: 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T- POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3)THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE- TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. GENERAL LANDSCAPE NOTES: 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. CITY OF FORT COLLINS STANDARD NOTES 1. THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY CONSTRUCTION. 2. THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS, AND EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE, AND REVIEWING ALL RELATED DOCUMENTS. 3. THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON THE ENGINEERING DRAWINGS FOR THIS PROJECT. THE MOST CURRENT REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE MENTIONED DOCUMENTS. UTILITY NOTES NOTE: FOR ALL SEEDED AREAS USE CITY OF FORT COLLINS DETENTION BASIN MIX OR UPLAND MIX AS NOTED ON PLANS. CITY OF FORT COLLINS NATIVE SEED MIX NOTES 1. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION AND ADDITION OF AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS. 2. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. 3. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 4. DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH (OR APPROPRIATE DEPTH FOR SELECTED SPECIES). FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 5. PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES. 6. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS. 7. WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS ESTABLISHED. IF IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100% HEAD-TO-HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED. 8. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 9. THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN MOWING OCCURS IN NATIVE GRASS SEED MIX AREAS DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. 10. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION CONTROL. 11. THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT. SEED NOTES NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY TREE REMOVAL: MIN. 2 X ROOTBALL DIAMETER THAN ROOTBALL 4" MIN. TYP. MIN. 6" DEEPER 6" MIN. 1 3 4 5 6 FINISH GRADE. SEE PLANTING PLAN FOR GROUND COVER TREATMENT PLANT ROOT BALL. SET TOP ROOTBALL 2" ABOVE ADJECENT GRADE. IN BERMED AREAS SET ROOTBALL 2" ABOVE LOWER ADJECENT GRADE - INSTALL WATER RING (2 - 3" HT.) BACKFILL MIX (PER PLANTING SPECIFICATIONS). AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. JET BACKFILL WITH WATER TO ELIMINATE VOIDS. UNDISTURBED NATIVE SOIL. COMPACTED BACKFILL MIX (75%). 1 2 3 4 5 6 SHRUB AND PERENNIAL DETAIL 1 SCALE: NOT TO SCALE 2 SHREDDED BARK MULCH, 3" MIN. DEPTH, ROUGHLY THE EXTENTS OF ROOTBALL 5 6 7 4 8 9 11 10 12 PREVAILING WINDS NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3"-5" ABOVE FINISH GRADE. 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE ALL BURLAP FROM AROUND ROOTBALL. 4. TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR BRANCH. 5. REMOVE ALL NURSERY STAKES AFTER PLANTING. 6. FOR TREES OVER 3" CALIPER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 7. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 1 2 3 TREE CANOPY. NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMEN WITH NAILS. 12 GAUGE GALVANIZED WIRE. SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. PRESSURE-TREATED WOOD STAKE, 2" DIA. EXTEND STAKES 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMEN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. WOOD MULCH TREE RING 3' DIA MIN. TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 3" OF TRUNK. FINISH GRADE. SEE PLANTING PLAN FOR GROUND COVER TREATMENT BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL-SEE NOTE 3, THIS DETAIL UNDISTURBED NATIVE SOIL TRUNK FLARE. PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 1 5 6 TREE PLANTING DETAIL 2 SCALE: NOT TO SCALE EVERGREEN TREE DECIDUOUS TREE 1 2 5 7 8 9 10 11 12 3 4 6 3X ROOTBALL DIA. 13 13 SOFT VELCRO, OR OTHER FABRIC WRAP 14 14 CENTRAL LEADER, SEE PLANTING NOTES MAX. 33% OF ONE TREE SPECIES 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Chris Pletcher, P.E., District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT STREET TREE NOTES: 1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. CITY OF FORT COLLINS STREET TREE NOTE CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. LANDSCAPE PLAN L1.2 POK SRA FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 GNK000008 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Chris Pletcher, P.E., District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT STREET TREE NOTES: 1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. CITY OF FORT COLLINS STREET TREE NOTE CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. LANDSCAPE PLAN L1.1 POK SRA FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. SCALE: 1"=30' 0 15 30 SITE PLAN C1.0 LEGEND: PROPOSED RIGHT-OF-WAY PROPOSED LOTLINE EASEMENT LINE PROPOSED CURB AND GUTTER PROPERTY BOUNDARY EXISTING CURB AND GUTTER NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13. ALL SIGNS TO BE H.I.P. 14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK 1 TRUNCATED DOME 2 IN-FALL CURB 3 4 5 OUT-FALL CURB HANDICAP RAMP 6 HANDICAP PARKING SIGN 7 STOP SIGN 8 HAND RAILS PER ARCHITECTURAL DETAIL 9 HEAVY DUTY TRAFFIC DRIVE LANES PAVEMENT: PAVEMENT SECTION PER GEOTECH REPORT LIGHT DUTY TRAFFIC PARKING STALLS: PAVEMENT SECTION PER GEOTECH REPORT PROPOSED 1' CURB CHASE (SEE SHEET -- FOR DETAIL) PROPOSED BIKE RACKS (SEE LANDSCAPE DETAILS) 10 11 3' REINFORCED CONCRETE DRAINAGE PAN 3' WIDE NON- REINFORCED CONCRETE DRAINAGE PAN (LANDSCAPE AREA) 12 6' STREET INTERSECTION CROSS PAN 13 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW POINTED LEFT) 14 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW POINTED RIGHT) 15 CROSSWALK STRIPING - 7' LONG x 18" WIDE, 5' O.C. SITE LIGHT to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK, '2-12' AND IS DESCRIBED AS FOLLOWS: ELEVATION = 5005.56' (NAVD 88) '2-12' IS LOCATED & DESCRIBED AS FOLLOWS: SOUTHWEST CORNER OF SOUTH COLLEGE AVE. AND SKYWAY DR. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK, '38-94' AND IS DESCRIBED AS FOLLOWS: ELEVATION = 5093.76' (NAVD 88) '38-94' IS LOCATED & DESCRIBED AS FOLLOWS: AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. Approved Variances are listed as follows: Variance request to LCUASS Chapter 7.4 to allow for reduced driveway spacing along a Minor Collector (Table 7-3) CONSTRUCTION NOTES A. GRADING AND EROSION CONTROL NOTES 1. The City Stormwater Department 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 BMPs (e.g., perimeter silt and construction fencing) shall be installed prior to any land disturbing activity (e.g., 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. The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. 6. 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. 7. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g., seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City Stormwater Department. 8. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every fourteen (14) days and after each runoff 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. 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. 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 drainageway. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. STREET IMPROVEMENT NOTES 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. STORM DRAINAGE NOTE 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. The Developer shall be responsible for maintenance of all storm drainage facilities that are constructed outside of the public right-of-way that are cited herein: The stormlines as noted on the plan and profiles of this plan set. 2. All other storm drainage facilities designed with these utility plans are public and shall be maintained by the City of Fort Collins. 3. All recommendations of the Final Drainage and Erosion Control Reports for Mars Landing dated September 11, 2019 by Galloway and Company, shall be followed and implemented. 4. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 5. 18" minimum vertical separation from other utilities is required including storm pipes and irrigation mains. Less than 18" will require a steel or concrete encasement of the lower sewer or water. E. UTILITY NOTES 1. All Waterline construction shall conform to the FCLWD (Fort Collins Loveland Water District) standards and specifications current to date of construction. 2. All Sanitary Sewer construction shall conform to the SFCSD (South Fort Collins Sanitation District) standards and specifications current to date of construction. 3. The minimum cover over water lines is 5 feet and the maximum cover is 6 feet unless otherwise noted in the plans and approved by the water utility. 4. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer & water mains & services. 5. Water mains shall be C900 PVC with tracer wire. 6. Manhole rim elevations are to be adjusted to 1 4" below finished grade. If necessary, cone sections shall be rotated to prevent lids being located within vehicle or bicycle wheel paths. 7. Sanitary sewer services shall be SDR-35 PVC. 8. Booster pumps shall not be used for irrigation systems. 9. Existing underground and overhead public and private utilities as shown are indicated according to the best information available to the engineer. The engineer does not guarantee the accuracy of such information. Existing utility mains and services may not be straight lines or as indicated on these drawings. The contractor shall be responsible to call all utility companies (public and private) prior to any construction to verify exact utility locations. 10. The plumbing contractor shall terminate utility laterals 5' outside of building unless noted otherwise. Exact locations (horizontal and vertical) of all utility connections into the proposed building shall be coordinated with approved architectural drawings. 11. All water fittings and valves are only graphically represented and are not to scale. 12. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up to the curb stop. Curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. 13. All sanitary manholes to be 4' diameter unless otherwise noted. F. CITY OF FORT COLLINS SITE PLAN NOTES 1. Refer to final utility plans for exact locations and construction information for storm drainage structures, utility mains and services, proposed topography, street improvements. 2. Refer to the subdivision plat and utility plans for exact locations, areas and dimensions of all easements, lots, tracts, streets, walks and other survey information. 3. The project shall be constructed in accordance with the final plans. Amendments to the plans must be reviewed and approved by the city prior to the implementation of any changes to the plans. 4. All rooftop and ground mounted mechanical equipment must be screened from view from adjacent property and public streets. In cases where building parapets do not accomplish sufficient screening, then free-standing screen walls matching the predominant color of the building shall be constructed. Other minor equipment such as conduit, meters and plumbing vents shall be screened or painted to match surrounding building surfaces. 5. All construction with this development plan must be completed in one phase unless a phasing plan is shown with these plans. 6. All exterior lighting provided shall comply with the foot-candle requirements in section 3.2.4 of the land use code and shall use a concealed, fully shielded light source with sharp cut-off capability so as to minimize up-light, spill light, glare and unnecessary diffusion. 7. Signage and addressing are not permitted with this planning document and must be approved by separate city permit prior to construction. Signs must comply with city sign code unless a specific variance is granted by the city. 8. Fire hydrants must meet or exceed poudre fire authority standards. All buildings must provide an approved fire extinguishing system. 9. All bike racks provided must be permanently anchored. 10. All sidewalks and ramps must conform to city standards. Accessable ramps must be provided at all street and drive intersections and at all designated accessable parking spaces. Accessable parking spaces must slope no more than 1:48 in any direction. All accessible routes must slope no more than 1:20 in direction of travel and with no more than 1:48 cross slope. 11. Common open space areas and landscaping within right of ways, street medians, and traffic circles adjacent to common open space areas are required to be maintained by the property owner of the common area. The property owner is responsible for snow removal on all adjacent street sidewalks and sidewalks in common open space areas. 12. Design and installation of all parkway/tree lawn and median areas in the right-of-way shall be in accordance with city standards. Unless otherwise agreed to by the city with the final plans, all ongoing maintenance of such areas is the responsibility of the owner/developer. 13. The property owner for each residential lot is responsible for snow removal on all street sidewalks adjacent to each residential lot. 14. Private conditions, covenants, and restrictions (cc&r's), or any other private restrictive covenant imposed on landowners within the development, may not be created or enforced having the effect of prohibiting or limiting the installation of xeriscape landscaping, solar/photo-voltaic collectors (if mounted flush upon any established roof line), clothes lines (if located in back yards), odor-controlled compost bins, or which have the effect of requiring that a portion of any individual lot be planted in turf grass. 15. Any damaged curb, gutter and sidewalk existing prior to construction, as well as streets, sidewalks, curbs and gutters, destroyed, damaged or removed due to construction of this project, shall be replaced or restored to city of fort collins standards at the developer's expense prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 16. Fire lane marking: a fire lane marking plan must be reviewed and approved by the fire official prior to the issuance of any certificate of occupancy. Where required by the fire code official, approved signs or other approved notices that include the words no parking fire lane shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times ad be replaced or repaired when necessary to provide adequate visibility. 17. Premise identification: an addressing plan is required to be reviewed and approved by the city and poudre fire authority prior to the issuance of any certificate of occupancy. Unless the private drive is named, monument signage may be required to allow way_finding. All buildings shall have address numbers, building numbers or approved building identification placed in a position that is plainly legible, visible from the street or road fronting the property, and posted with a minimum of six_inch numerals on a contrasting background. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C0.0_Cover.dwg - Donald Cecil - 9/12/2019 # Date Issue / Description Init. MARS LANDING FORT COLLINS, CO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARY NOT FOR BIDDING NOT FOR CONSTRUCTION 09.11.19 GNK000008 JEP DBC GENERAL NOTES C0.1 GNK000008 JEP DBC COVER SHEET C0.0 PRELIMINARY DEVELOPMENT PLANS FOR: Goodwin Knight Mark Johnson, RLA 8605 Explorer Dr., Suite 250 Colorado Springs, Colorado 80920 719.598.5192 DEVELOPER / APPLICANT GEOTECHNICAL ENGINEER Earth Engineering Consultants, LLC 4396 Greenfiled Drive Windsor, Colorado 80550 970.545.3908 PROJECT TEAM: These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: 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. CERTIFICATION STATEMENT: Galloway & Company Sarah Adamson, RLA 6162 S. Willow Drive, Suite 320 Greenwood Village, Colorado 80111 303.770.8884 LANDSCAPE ARCHITECT UTILITY CONTACT LIST: * Galloway & Company James E. Prelog 5265 Ronald Reagan Blvd., Suite 210 Johnstown, Colorado 80534 970.800.3300 SITE ENGINEER / SURVEYOR GAS Xcel Energy Stephanie Rich (970) 225-7828 ELECTRIC City of Fort Collins Light and Power Janet Mctague (970) 224-6152 CABLE Xfinity Don Kapperman (970) 484-7166 TELECOM. Centurylink William Johnson (970) 377-6401 WATER FCLWD Chris Pletcher (970) 226-3104 WASTEWATER SFCSD Chris Pletcher (970) 226-3104 STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6700 UTILITY COMPANY CONTACT PHONE NUMBER * ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. PROJECT BENCHMARKS: BENCHMARKS ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK, '2-12' AND IS DESCRIBED AS FOLLOWS: ELEVATION = 5005.56' (NAVD 88) '2-12' IS LOCATED & DESCRIBED AS FOLLOWS: SOUTHWEST CORNER OF SOUTH COLLEGE AVE. AND SKYWAY DR. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK, '38-94' AND IS DESCRIBED AS FOLLOWS: ELEVATION = 5093.76' (NAVD 88) '38-94' IS LOCATED & DESCRIBED AS FOLLOWS: AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE. SCALE: NTS SHEET INDEX MARS LANDING OUTALOT A, SOUTH COLLEGE STORAGE SUBDIVIOSN LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, T. 6 N., R. 69 W. OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SEPTEMBER 2019 S. COLLEGE AVE W. TRILBY RD MARS DR VICINITY MAP SITE SKYWAY DR REQUIRED SPACES STANDARD PARKING SPACES HANDICAP PARKING SPACES 145 138 6 - TOTAL PARKING SPACES STANDARD GARAGE PARKING SPACES PROVIDED SPACES 168 134 6 24 HANDICAP GARAGE PARKING SPACES - 4 LAND USE INFORMATION: PARKING INFORMATION: EXISTING ZONING: GENERAL COMMERCIAL AREA (SF) BUILDING COVERAGE LANDSCAPE DRIVES AND PARKING 63,072 HARDSCAPE % TOTAL 34.9 RIGHT-OF-WAY GROSS LAND AREA CALCULATIONS: 36,304 55,865 10,047 15,137 RIGHT-OF-WAY TO BE DEDICATED 0 0 TOTAL GROSS LAND AREA 180,425 100 20.1 30.9 5.5 8.4 AREA (SF) BUILDING COVERAGE LANDSCAPE DRIVES AND PARKING 63,072 HARDSCAPE % TOTAL 38.1 NET LAND AREA CALCULATIONS: 36,304 55,865 10,047 NET LAND AREA (SAME AS LOT AREA) 165,288 100 22.0 33.8 6.1 LANDSCAPE HARDSCAPE DRIVES AND PARKING 8,869 4.9 3,410 1.9 2,858 1.6 TOTAL RESIDENTIAL DWELLING UNITS RESIDENTIAL DENSITY (UNITS/AC) RESIDENTIAL BUILDING AREA (SF) 83,004 RESIDENTIAL ACREAGE (AC) BUILDING DENSITY CALCULATIONS: 90 3.79 23.75 CLUBHOUSE BUILDING AREA (SF) 1,653 TOTAL BUILDING AREA (SF) 89,087 AMENITY BUILDING AREA (SF) 165,288 BUILDING FLOOR TO LOT AREA RATIO 0.53:1 BICYCLE PARKING SPACES 128 48 TOTAL MAXIMUM BUILDING HEIGHT (FT-IN) RESIDENTIAL BUILDING A-42 CLUBHOUSE GROSS AREA (SF) BUILDING INFORMATION: 18'-0" 1,737 38'-4.5" 41,742 PROPOSED USE: MULTI-FAMILY MAXIMUM BUILDING HEIGHT (FT-IN) GROSS AREA - TOTAL (SF) DWELLING UNITS 42 % OF TOTAL DWELLING UNITS 46.67% RESIDENTIAL BUILDING A-48 39'-6.5" 41,262 MAXIMUM BUILDING HEIGHT (FT-IN) DWELLING UNITS 48 % OF TOTAL DWELLING UNITS 53.33% DWELLING UNIT BREAKDOWN GARAGE BUILDING AREA (SF) 4,176 LOT AREA (SF) 254 GROSS AREA - 3RD FLOOR (SF) GROSS AREA - 2ND FLOOR (SF) 13,914 GROSS AREA - 1ST FLOOR (SF) 13,914 13,914 GROSS AREA - TOTAL (SF) GROSS AREA - 3RD FLOOR (SF) GROSS AREA - 2ND FLOOR (SF) GROSS AREA - 1ST FLOOR (SF) 13,754 13,754 13,754 C0.0 COVER SHEET C0.1 GENERAL NOTES C1.0 SITE PLAN L1.1-L1.2 LANDSCAPE PLAN L1.3 LANDSCAPE DETAILS PP1.0 PHOTOMETRIC PLAN PP1.1 PHOTOMETRIC DETAILS A1.10-A1.41 ARCHITECTURAL BUILDING PLANS A2.10-A2.32 ARCHITECTURAL ELEVATIONS CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig.