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Home My WebLink AboutMARS LANDING - PDP190013 - SUBMITTAL DOCUMENTS - ROUND 2 - PLANS76' ROW C 54' - 8' 3' 5' 11' TRAVEL LANE WALK PARKING 5' 6' BIKE LANE PARKWAY MINOR COLLECTOR STREET MARS DRIVE BUFFER L 11' 5' 3' 8' TRAVEL LANE WALK PARKING 6' 5' BIKE LANE PARKWAY BUFFER 6-LANE ARTERIAL COLLEGE AVENUE C L 141' ROW 7' 10' 7' 3' 11' 11' 12' 15' UTIL EASEMENT BUFFER BIKE LANE PARKWAY WALK TRAVEL LANE TRAVEL LANE TRAVEL LANE 12' 11' 11' 3' 7' 10' 7' 15' UTIL EASEMENT BUFFER BIKE LANE PARKWAY WALK TRAVEL LANE TRAVEL LANE TRAVEL LANE 107' ROADWAY 19' MEDIAN - - - - - - - - - - - - T T T T - - - - - - - - - - - - - - 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 - 9/8/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 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 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD2.1_Site Details.dwg - Donald Cecil - 9/8/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC SITE DETAILS C1.1 1 TRASH AND RECYCLING ENCLOSURE - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD2.1_Site Details.dwg - Donald Cecil - 9/8/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC SITE DETAILS C1.2 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD2.1_Site Details.dwg - Donald Cecil - 9/8/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC SITE DETAILS C1.3 6''SS 6''SS 6''SS 6''SS 6''SS 4''SS CO CO CO 4''SS 4''SS CO T 5 4 3 6 2 UE UE UE UE UE UE UE UE G G G G G G UT UT UT UT UT STM STM 1-CASP 4-ARCO 4-POFR 6-CHNA 1-CASP 4-PRBE 14-PRBE 6-CHNA 30-HESE 20-ARCO 10-MAAQ (M) 2-PIPU 1-PIFL 5-CAAC 1-CASP 6-HESE 3-ARCO 2-SYPA 7-CAAC 9-NATE 3-MAAQ 1-AMGR 8-CAAC 7-ACMI 5-CACL 23-NATE 8-CAAC 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 8''SS 4''SS CO T 7 8 1 STM 3-PIPG 6-RHAR 3-PIST 7-RHGL 3-PIFL 6-ARCO 23-NATE 1-GYDI 18-HESE 5-ARCO 6-NATE 1-GYDI 3-AMAL 1-QUMU 2-CEOC 8-CHNA 9-QUGA 4-POFR 9-HESE 8-NATE 1-QUMU 5-ARCO 4-ARCO 9-HESE 4-ARCO 15-NATE 1-QUMU 4-HESE 4-HESE 4-MAAQ 1-AMGR 10-NATE 18-SANE 15-CAAC 3-SYRE 6-PEAT 2-GLTR 3-CEOC 6-CAAC 6-PEAT 11-HESE 5-CACL 12-NATE 9-HESE 12-NATE 5-CACL 1-SYRE 6-CAAC 3-PEAT - - - - - - - - - - - - - - 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 - 9/9/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC 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 8''SS 8''SS 8''SS 8''SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS STM OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE G G G G G STM STM STM STM STM STM STM STM STM STM UE UE UE UE EXISTING WETLAND AREA TO REMAIN - PROTECT IN PLACE EXISTING TO REMAIN, CONTRACTOR TO REPAIR ANY AREAS IMPACTED DURING CONSTRUCTION 3-TIFL 3-TIAM 3-SYRE 3-TIFL 3-SYRE 2-TIFL 3-CEOC 3-GLTR 2-QUSH 3-TIAM 3-SYRE SOD , TYP. SOD , TYP. T T - - - T T - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: \\lovfs1.graa.lcl\dwgs\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_PP1.0-Lite.dwg - Jim Galloway - 9/8/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 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. - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: \\lovfs1.graa.lcl\dwgs\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_PP1.1-LiteDets.dwg - Jim Galloway - 9/8/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC PHOTOMETRIC DETAILS FIXTURES AA1 & AA2 POLES FOR AA1 & AA2 FIXTURE WP 18 4C AA2 AA1 AA2 AA1 AA1 AA1 AA2 PP1.1 W/D REF. DW W/D DW W/D W/D REF. DW REF. DW REF. W/D DW REF. W/D W/D REF. DW DW REF. W/D W/D W/D REF. DW REF. DW W/D REF. DW W/D DW REF. DW REF. W/D DW REF. DW REF. W/D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 375 SF END STUDIO 664 SF LARGE 1 BED. 561 SF MEDIUM 1 BED. 376 SF STUDIO 995 SF LARGE 2 BED. 723 SF SMALL 2 BED. 997 SF LARGE 2 BED. 995 SF LARGE 2 W/D REF. DW W/D REF. DW DW REF. W/D DW REF. W/D W/D W/D W/D DW W/D REF. DW REF. W/D REF. DW W/D W/D W/D DW REF. DW REF. W/D DW REF. DW REF. REF. DW DW REF. W/D REF. DW W/D DW REF. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 375 SF END STUDIO 995 SF LARGE 2 BED. 984 SF LARGE 2 BED. 995 SF LARGE 2 BED. 995 SF LARGE 2 BED. 995 SF LARGE 2 BED. W/D REF. DW W/D REF. DW W/D W/D DW REF. DW W/D W/D REF. DW REF. W/D W/D DW REF. W/D W/D DW REF. DW W/D REF. DW REF. W/D 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 18 375 SF END STUDIO 375 SF END STUDIO 724 SF SMALL 2 BED. 996 SF LARGE 2 BED. 995 SF LARGE 2 BED. 995 SF LARGE 2 BED. 1,055 SF 3 BED 666 SF LARGE 1 BED. 664 SF W/D W/D REF. DW REF. DW W/D DW REF. W/D W/D REF. DW REF. DW 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. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D 27'-6" 7'-0" 27'-6" 4'-0" 64'-4" 4'-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 1 BED. 668 SF LARGE 1 W/D W/D REF. DW DW REF. REF. DW 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 W/D W/D REF. DW W/D W/D REF. DW DW REF. W/D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D 4'-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 BED. 551 SF MEDIUM 1 BED. 551 SF MEDIUM W/D W/D REF. DW DW REF. REF. DW 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 W/D W/D REF. DW W/D W/D REF. DW DW REF. W/D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D 484 SF SMALL 1 BED. 484 SF SMALL 1 BED. 551 SF MEDIUM 1 BED. 551 SF MEDIUM 1 BED. 668 SF LARGE 1 END UNIT 9'-11 1/4" CLR. (FACE OF CONC.) 1a 2a 3a 4a 5a 6a A B 21'-8" 2'-0" 10'-10" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-10" FRAME WALL CENTERED ON CONCRETE CURB BELOW 31'-10 1/2" 20'-11" 52'-9 1/2" 2'-0" 3 1/2" 5'-1 1/2" 5'-5" 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'-1 1/2" 5'-1 1/2" 3 1/2" 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 A B 6" 9'-10 1/2" 6" 20'-3" 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 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 A B A2.31 4 A2.31 1 A2.31 2 1b 2b 3b 4b 5b 6b 3 1/2" 5'-3 1/2" 4'-11 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" 6'-3 1/2" 8'-6 1/2" 10'-6 1/2" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 15'-1 1/2" 56'-9 1/2" ACCESS AISLE 5'-0" PARKING STALL 8'-0" 31'-3 1/2" 25'-6" A B 1b 2b 3b 4b 5b 6b 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 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 A2.32 1 A B 1c 2c 3c 4c 5c 6c 17'-10" 10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 10'-10" 59'-9 1/2" END UNIT 9'-11 1/4" CLR. (FACE OF CONC.) 28'-6" 31'-3 1/2" 59'-9 1/2" 3 1/2" 11'-3 3/8" 6'-3 1/8" 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'-1 1/2" 5'-1 1/2" 3 1/2" ACCESS AISLE 8'-0" VAN PARKING STALL 8'-0" 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. A B 1c 2c 3c 4c 5c 6c 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 A B 1d 3d 4d 5d 6d 10'-10" 10'-4 1/2" 10'-4 1/2" 10'-10" 3 1/2" 5'-1 1/2" 5'-5" 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'-1 1/2" 5'-1 1/2" 3 1/2" 21'-8" 2'-0" 21'-6" 20'-11" 42'-5" 2'-0" A B 1d 3d 4d 5d 6d 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. 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 A B 1d 3d 4d 5d 6d 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: 1ST LEVEL 100'-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. 18'-6" 1ST LEVEL 100'-0" 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 18'-6" 1ST LEVEL 100'-0" 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 18'-6" 1ST LEVEL 100'-0" UTILITY METERS, RE: CIVIL ADHERED MASONRY, TYP. VINYL WINDOW, TYP. COMPOSITE ROOF SHINGLES, TYP. LAP SIDING - 1ST LEVEL 100'-0" OVERALL BUILDING HEIGHT 13'-3" ADHERED MASONRY, TYP. COMPOSITE ROOF SHINGS, TYP. VERTICAL SIDING - BODY 03, TYP. ROOF VENTS, TYP 2:12 13'-9" 1ST LEVEL 100'-0" ADHERED MASONRY, TYP. ROOF FASCIA - TRIM 01, TYP. VERTICAL SIDING - BODY 03, TYP. ROOF VENTS, TYP 2 12 13'-8 227/256" 1ST LEVEL 100'-0" UTILITY METERS, RE: CIVIL ADHERED MASONRY, TYP. ROOF FASCIA - TRIM 01, TYP. VERTICAL SIDING - BODY 03, TYP. 2 12 13'-9" 1ST LEVEL 100'-0" 3714D-16 3714D-16 3714D-16 3714D-16 3714D-16 3714D-16 ADHERED MASONRY, TYP. ROOF FASCIA - TRIM 01, TYP. LAP SIDING - BODY 02 13'-9" 139 SF MAINTENANCE 114 SF DOG WASH MAIL N 21'-4" 16'-6" BODY 01 BODY 02 BODY 03 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL LAP SIDING - BODY 02 METAL PANEL - ACCENT 01, TYP. COMPOSITE WOOD SCREEN STUCCO - ACCENT 02 STANDING SEAM METAL ROOF LAP SIDING - BODY 01, TYP. METAL RAILING - TRIM 01, TYP. METAL PARAPET CAP - TRIM 01, TYP. PAINTED WOOD CORBELS - TRIM 01 VINYL WINDOW, TYP. 2 12 OVERALL BUILDING HEIGHT 40'-0" GAS METER 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 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL LAP SIDING - BODY 02 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 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 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. 39'-10 3/4" KNOX FDC 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 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL 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 40'-2 3/4" 1X4 STUCCO TRIM - TRIM 01, TYP. WALL-MOUNTED HVAC UNIT, TYP. 5/4 HARDBOARD TRIM - TRIM 01, TYP. PAINTED WOOD CORBELS - TRIM 01, TYP. 2X12 FASCIA BOARD - TRIM 01, TYP. STANDING SEAM METAL ROOF 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL 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 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 40'-0 1/8" BODY 01 BODY 02 BODY 03 ACCENT 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. LAP SIDING - BODY 01 METAL PARAPET CAP - TRIM 01, TYP. OVERALL BUILDING HEIGHT 40'-0" 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 5/4 HARDBOARD TRIM - TRIM 01, TYP. 2 12 GAS METER 1ST LEVEL 100'-0" 2ND LEVEL 3RD LEVEL VERTICAL SIDING - BODY 03 ADHERED MASONRY, TYP. VINYL WINDOW, TYP. PAINTED WOOD CORBELS - TRIM 01 5/4 HARDBOARD TRIM - TRIM 01 2X12 FASCIA BOARD - TRIM 01 STANDING SEAM METAL ROOF 1X4 STUCCO TRIM - TRIM 01, TYP. 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 15'-2 1/2" COMPOSITION ROOF SHINGLES 2:12 8'-0" OVERHEAD DOOR - TRIM 01 PAINTED WOOD CORBELS - TRIM 01, TYP. 1ST LEVEL 100'-0" T.O. CURB 100'-6" COMPOSITION ROOF SHINGLES LAP SIDING - BODY 03 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2:12 PAINTED WOOD CORBELS - TRIM 01, TYP. COMPOSITE WOOD SIDING , TYP. 15'-2 1/2" 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2 12 2 12 15'-2 1/2" 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 COMPOSITION ROOF SHINGLES 8'-0" OVERHEAD DOOR - TRIM 01 PAINTED WOOD CORBELS - TRIM 01, TYP. 2:12 15'-1 1/2" 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 15'-1 1/2" 2 12 2 12 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 15'-1 1/4" 2 12 2 12 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 COMPOSITION ROOF SHINGLES 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 OVERALL BUILDING HEIGHT 15'-1 1/4" 2:12 PAINTED WOOD CORBELS - TRIM 01, TYP. 8'-0" OVERHEAD DOOR - TRIM 01 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2 12 2 12 15'-1 1/2" 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2 12 2 12 15'-1 1/2" 1ST LEVEL 100'-0" T.O. CURB 100'-6" LAP SIDING - BODY 02 ADHERED MASONRY - STONE, TYP. FASCIA BOARD - TRIM 01 2:12 COMPOSITION ROOF SHINGLES PAINTED WOOD CORBELS - TRIM 01, TYP. 1ST LEVEL 100'-0" T.O. CURB 100'-6" 15'-2 1/2" 2:12 1ST LEVEL 100'-0" T.O. CURB 100'-6" 15'-1 1/4" 2 12 2 12 1ST LEVEL 100'-0" T.O. CURB 100'-6" 15'-2 1/2" 2:12 7'-0" 5'-8" 9'-0 1/2" 4'-5 1/2" 12'-0" 4'-5 1/2" 1ST LEVEL 100'-0" T.O. CURB 100'-6" 15'-1 1/4" 2 12 2 12 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE D ELEVATIONS A2.33 09.11.19 Checker Author 1/4" = 1'-0" 4 GARAGE D - FRONT ELEVATION 1/4" = 1'-0" 2 GARAGE D - LEFT SIDE ELEVATION 1/4" = 1'-0" 1 GARAGE D - REAR ELEVATION 1/4" = 1'-0" 3 GARAGE D - RIGHT SIDE ELEVATION COMPOSITE WOOD SIDING , TYP. 15'-1 1/2" 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE C ELEVATIONS A2.32 09.11.19 CW DA 1/4" = 1'-0" 4 GARAGE C - FRONT ELEVATION 1/4" = 1'-0" 3 GARAGE C - RIGHT SIDE ELEVATION 1/4" = 1'-0" 2 GARAGE C - LEFT SIDE ELEVATION 1/4" = 1'-0" 1 GARAGE C - REAR ELEVATION PAINTED WOOD CORBELS - TRIM 01, TYP. COMPOSITE WOOD SIDING , TYP. 14'-10 1/4" 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE B ELEVATIONS A2.31 09.11.19 CW DA 1/4" = 1'-0" 4 GARAGE B - FRONT ELEVATION 1/4" = 1'-0" 3 GARAGE B RIGHT SIDE ELEVATION 1/4" = 1'-0" 2 GARAGE B LEFT SIDE ELEVATION 1/4" = 1'-0" 1 GARAGE B REAR ELEVATION TRIM 01 2 12 2 12 15'-2 1/2" 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE A ELEVATIONS A2.30 09.11.19 CW DA 1/4" = 1'-0" 4 GARAGE A - FRONT ELEVATION 1/4" = 1'-0" 1 GARAGE A - REAR ELEVATION 1/4" = 1'-0" 2 GARAGE A - LEFT SIDE ELEVATION 1/4" = 1'-0" 3 GARAGE A - RIGHT SIDE ELEVATION METAL PANEL - ACCENT 01 LAP SIDING - BODY 01, TYP. COMPOSITE WOOD SCREEN STUCCO - ACCENT 02 METAL PARAPET CAP - TRIM 01, TYP. 40'-0" GAS METER 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-48 ELEVATIONS A2.21 09.11.19 CW DA 1/8" = 1'-0" 3 WEST ELEVATION 1/8" = 1'-0" 1 NORTH ELEVATION 2 BUILDING PERSPECTIVE - NORTH-WEST FDC KNOX 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-48 ELEVATIONS A2.20 09.11.19 CW DA 1/8" = 1'-0" 3 EAST ELEVATION 1/8" = 1'-0" 1 SOUTH ELEVATION 2 BUILDING PERSPECTIVE - SOUTH-EAST 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 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 UTILITY METERS, RE: CIVIL 40'-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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-42 ELEVATIONS A2.11 09.11.19 CW DA 1/8" = 1'-0" 3 WEST ELEVATION 2 BUILDING PERSPECTIVE - NORTH-WEST 1/8" = 1'-0" 1 NORTH ELEVATION STANDING SEAM METAL ROOF VERTICAL SIDING - BODY 03 1X4 STUCCO TRIM - TRIM 01, TYP. 37'-8 181/256" GAS METER 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-42 ELEVATIONS A2.10 09.11.19 CW DA 1/8" = 1'-0" 3 EAST ELEVATION 2 BUILDING PERSPECTIVE - SOUTH-EAST 1/8" = 1'-0" 1 SOUTH ELEVATION 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. 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO ACCESSORY BUILDING A1.41 09.11.19 CW DA 1/4" = 1'-0" 4 SOUTH ELEVATION 1/4" = 1'-0" 3 EAST ELEVATION 1/4" = 1'-0" 1 WEST ELEVATION 1/4" = 1'-0" 2 NORTH ELEVATION 1/4" = 1'-0" 5 1ST LEVEL - ACCESSORY BODY 02 2:12 18'-6" 142 SF OFFICE 525 SF LOUNGE 98 SF RECEPTION 571 SF FITNESS 54 SF WOMEN 54 SF MEN 131 SF SITTING 22 SF MECH 53'-2 1/2" 33'-4" 2'-0" N 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" 4 SOUTH ELEVATION 1/4" = 1'-0" 1 EAST ELEVATION 1/4" = 1'-0" 2 WEST ELEVATION 1/4" = 1'-0" 3 NORTH ELEVATION 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO CLUBHOUSE A1.40 09.11.19 CW DA 1/4" = 1'-0" 5 FIRST FLOOR SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH SECTION 1106 BASED ON THE RAINFALL RATE AND 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. 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE D ROOF PLAN A1.37 09.11.19 Checker Author 1/4" = 1'-0" 1 GARAGE A - ROOF PLAN 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE D PLANS A1.36 09.11.19 Checker Author 1/4" = 1'-0" 1 FIRST FLOOR 1/4" = 1'-0" 2 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. A B 1c 2c 3c 4c 5c 6c 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE C ROOF PLAN A1.35 09.11.19 CW DA 1/4" = 1'-0" 1 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE C PLANS A1.34 09.11.19 CW DA 1/4" = 1'-0" 1 FIRST FLOOR 1/4" = 1'-0" 2 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. 1b 2b 3b 4b 5b 6b 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE B ROOF PLAN A1.33 09.11.19 CW DA 1/4" = 1'-0" 1 GARAGE B - 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 - PROJECT DEVELOPMENT PLAN 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 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO GARAGE A ROOF PLAN A1.31 09.11.19 CW DA 1/4" = 1'-0" 2 GARAGE A - ROOF PLAN 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 - PROJECT DEVELOPMENT PLAN 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 BED. 668 SF LARGE 1 BED. 661 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 1,066 SF 3 BED 728 SF SMALL 2 BED. 1,009 SF LARGE 2 BED. 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" 4'-0" 216'-0 1/2" 4'-0" 4'-0" 64'-4" 4'-0" 27'-6" 7'-0" 27'-6" N 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-48 - THIRD LEVEL BUILDING PLAN A1.22 09.11.19 CW DA 1/8" = 1'-0" 1 THIRD FLOOR 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. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 1,066 SF 3 BED 728 SF SMALL 2 BED. 1,009 SF LARGE 2 BED. 1/2" 1 1/4" 4'-0" 64'-4" 4'-0" 27'-6" 7'-0" 27'-6" N 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-48 - SECOND LEVEL BUILDING PLAN A1.21 09.11.19 CW DA 1/8" = 1'-0" 1 SECOND FLOOR BED. 667 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 668 SF LARGE 1 BED. 657 SF LARGE 1 BED. 668 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. MECH H2O 1'-2" 4'-0" KNOX FDC 216'-0 1/2" 7'-0" N 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-48 - FIRST LEVEL BUILDING PLAN A1.20 09.11.19 CW DA 1/8" = 1'-0" 1 FIRST FLOOR LARGE 1 BED. 995 SF LARGE 2 BED. 995 SF LARGE 2 BED. 984 SF LARGE 2 BED. A B C D 995 SF LARGE 2 BED. N 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" 4'-0" 216'-0 1/2" 4'-0 3/4" 27'-6" 7'-0" 27'-6" 3'-10" 64'-4 3/256" 3'-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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-42 - THIRD LEVEL BUILDING PLAN A1.12 09.11.19 CW DA 1/8" = 1'-0" 1 THIRD FLOOR 664 SF LARGE 1 BED. 666 SF LARGE 1 BED. 561 SF MEDIUM 1 BED. 468 SF LARGE STUDIO 376 SF STUDIO 724 SF SMALL 2 BED. 1,055 SF 3 BED 375 SF END STUDIO A B C D 216'-0 1/2" 4'-0 3/4" 27'-6" 7'-0" 27'-6" 3'-10" 64'-4" 3'-10" 664 SF LARGE 1 BED. N 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" 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 - PROJECT DEVELOPMENT PLAN 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. 995 SF LARGE 2 BED. 471 SF LARGE STUDIO 995 SF LARGE 2 BED. 995 SF LARGE 2 BED. 1,055 SF 3 BED A B C D 27'-6" 7'-0" 27'-6" 3'-10" 64'-4" 3'-10" 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" MECH H20 374 SF END STUDIO 8'-6" 216'-0 1/2" 4'-0 3/4" N FDC KNOX 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 - PROJECT DEVELOPMENT PLAN FORT COLLINS, CO BUILDING A-42 - FIRST LEVEL BUILDING PLAN A1.10 09.11.19 CW DA 1/8" = 1'-0" 1 FIRST FLOOR 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. 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_L1.0_Landscape Plan.dwg - Sarah Adamson - 9/9/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC 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 L1.4 KEY MAP SCALE: 1" = 100' MULTI-FAMILY DEVELOPMENT OFF-SITE ROW IMPROVEMENTS SKYWAY DRIVE S COLLEGE AVE NOT A PART OFF-SITE RIGHT-OF-WAY IMPROVEMENTS SCALE: 1"=40' 0 20 40 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 TREES LANDSCAPE NOTES AND DETAILS L1.3 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 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 5-SANE 4-CAAC 3-PEAT 2-QUSH 7-SANE 1-SYRE 5-CAAC 5-CACL 7-ACMI 8-CAAC 1-AMGR 3-MAAQ 3-SYPA 12-NATE 22-NATE 7-POFR 11-NATE 5-CAAC 2-CHNA 2-POFR 1-QUMU 10-CAAC 3-CACL 7-CACL 11-NATE 2-GYDI 6-CHNA 4-PRBE 3-SYPA 7-POFR 3-ARCO 4-POFR 7-CAAC 11-NATE 10-POFR 1-GYDI 1-CASP 4-POFR 27-QUGA 12-AMAL 26-CHNA 4-QUMU 3-RHGL PROPOSED BIKE SHELTER & BIKE RACK TYPE B (8 SPACES), TYP. PROPOSED BIKE RACK TYPE A (10 SPACES), TYP. STEEL EDGING, TYP. SOD , TYP. ROCK MULCH, TYP. CRUSHER FINES, TYP. STEEL EDGING, TYP. PROPOSED BIKE RACK TYPE A (10 SPACES), TYP. ROCK MULCH, TYP. WALL, SEE CIVIL UPLAND MIX WITH FORBS, TYP. 21-NATE PROPOSED BIKE SHELTER & BIKE RACK TYPE B (8 SPACES), TYP. 3-PIST 1-PIPG (M) 3-PIPU UPLAND MIX WITH FORBS, TYP. UPLAND SEED MIX, 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 - 9/9/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC MATCHLINE: SEE SHEET L1.1 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 DERO: SWERVE BIKE RACK QTY: 50 MOUNTING: SURFACE MOUNT WITH RAIL COLOR: POWDER COAT IRON GRAY LOCATION: SEE PLANS 1 BIKE RACK: TYPE A NOT TO SCALE 2 BIKE SHELTER NOT TO SCALE 3 BIKE RACK: TYPE B - WITH SHELTER NOT TO SCALE DERO: VIZOR BIKE SHELTER QTY: 4 MOUNTING: SURFACE MOUNT COLOR: POWDER COAT LIGHT GRAY LOCATION: SEE PLANS DERO: HOOP BIKE RACK QTY: 16 MOUNTING: SURFACE MOUNT COLOR: POWDER COAT DEEP RED LOCATION: SEE PLANS SCALE: 1"=20' 0 10 20 10-SANE 6-PEAT 3-GLTR 5-SANE 10-CAAC 3-SYRE 12-HESE 3-PRBE 3-CEOC 12-NATE 3-PRBE 12-NATE 2-SYRE 12-HESE 5-SANE 10-CAAC 6-PEAT 5-CAAC 6-SANE 9-HESE 11-JUSA 4-ARCO 1-AMGR 32-NATE (M) 1-PIPU 6-JUSA 9-POFR 4-POFR 3-SYPA 3-ARCO 3-ARCO 7-POFR 11-NATE 2-PRBE 1-QUMU 10-CAAC 2-CHNA 9-CACL 5-POFR 5-CAAC 3-CACL 2-AMGR 50-NATE 1-AMGR 1-QUMU 9-ARCO 7-HESE 19-HESE 1-GYDI 6-POFR 6-ARCO 3-GYDI 12-CAAC 9-CACL 3-PRBE 3-MAAQ 31-NATE 6-CHNA 21-ACMI 1-MASP 7-POFR 9-MAAQ 1-CASP 4-HESE 19-SANE 23-NATE 12-HESE 6-HESE 2-MASP 9-HESE 12-NATE 1-CASP 2-ARCO 6-MAAQ 3-MASP 11-CHNA PROPOSED BIKE RACK TYPE A (10 SPACES), TYP. PROPOSED BIKE SHELTER & BIKE RACK TYPE B (8 SPACES), TYP. PROPOSED BIKE RACK TYPE A (10 SPACES), TYP. CRUSHER FINES, TYP. STEEL EDGING, TYP. STEEL EDGING, TYP. SOD , TYP. ROCK MULCH, TYP. UPLAND SEED MIX, TYP. PROPOSED BIKE RACK TYPE A (10 SPACES), TYP. 5-RHAR 2-GLTR 6-CHNA 14-ARAR 4-PLAC 14-RIOD 3-GLTR 8-QUGA 3-AMAL 3-AMAL 3-PIFL 3-CEOC 5-CAAC 6-AMAL 2-PIFL 3-QUMU 4-PIST PROPOSED BIKE RACK TYPE A (10 SPACES), TYP. 6-QUGA 2-PIPG 11-CHNA 2-QUMU 3-PIPU 1-PIST (M) 2-PIPU 2-PIPG 7-AMAL 2-PIPG 1-CEOC 1-PIPU WETLAND MITIGATION MIX, SEE SHEET L1.4 FORT COLLINS DETENTION BASIN MIX UPLAND MIX WITH FORBS, TYP. UPLAND MIX WITH FORBS, TYP. UPLAND SEED MIX, TYP. UPLAND SEED MIX, TYP. UPLAND SEED MIX, 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 - 9/9/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 GNK000008 JEP DBC MATCHLINE: SEE SHEET L1.2 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 SCALE: 1"=20' L1.1 0 10 20 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. 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 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW BOTH WAYS) SITE LIGHT 16 CROSSWALK STRIPING - 7' LONG x 18" WIDE, 5' O.C. - - 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 - 9/8/2020 # Date Issue / Description Init. MARS LANDING PROJECT DEVELOPMENT PLAN 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 09.09.2020 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 OUT LOT A, SOUTH COLLEGE STORAGE SUBDIVISION 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 2020 S. COLLEGE AVE W. TRILBY RD MARS DR VICINITY MAP SITE SKYWAY DR REQUIRED SPACES STANDARD PARKING SPACES HANDICAP PARKING SPACES 155 - TOTAL PARKING SPACES STANDARD GARAGE PARKING SPACES PROVIDED SPACES 155 134 6 13 HANDICAP GARAGE PARKING SPACES - 2 LAND USE INFORMATION: PARKING INFORMATION: EXISTING ZONING: GENERAL COMMERCIAL AREA (SF) BUILDING COVERAGE LANDSCAPE DRIVES AND PARKING 58,688 HARDSCAPE % TOTAL 32.5 RIGHT-OF-WAY GROSS LAND AREA CALCULATIONS: 33,823 60,680 12,097 15,137 RIGHT-OF-WAY TO BE DEDICATED 0 0 TOTAL GROSS LAND AREA 180,425 100 18.7 33.6 6.7 8.4 AREA (SF) BUILDING COVERAGE LANDSCAPE DRIVES AND PARKING 58,688 HARDSCAPE % TOTAL 35.5 NET LAND AREA CALCULATIONS: 33,823 60,680 12,097 NET LAND AREA (SAME AS LOT AREA) 165,288 100 20.5 36.7 7.3 LANDSCAPE HARDSCAPE DRIVES AND PARKING 9,257 5.1 3,022 1.9 2,858 1.7 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) 88,568 AMENITY BUILDING AREA (SF) 165,288 BUILDING FLOOR TO LOT AREA RATIO 0.53:1 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) 3,657 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 C1.0 SITE PLAN C1.1-CD1.3 SITE PLAN DETAILS L1.1-L1.2 LANDSCAPE PLAN L1.3 LANDSCAPE DETAILS L1.4 COLLEGE AVENUE LANDSCAPE PLAN PP1.0 PHOTOMETRIC PLAN PP1.1 PHOTOMETRIC DETAILS A1.10-A1.41 ARCHITECTURAL BUILDING PLANS A2.10-A2.33 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. VEHICLE PARKING RATIO REQUIRED VEHICLE SPACES REQUIRED VEHICLE PARKING BREAKDOWN: CLUBHOUSE 10 1.5 SPACE/ UNIT MULTI-FAMILY 87 # 1 BEDROOM 58 UNITS 2 BEDROOM 3 BEDROOM 1.75 SPACE/ UNIT 2.0 SPACE/ UNIT 46 12 26 UNITS 6 UNITS VEHICLE PARKING RATIO REQUIRED VEHICLE SPACES REQUIRED BIKE PARKING BREAKDOWN: BIKE PARKING - CLUBHOUSE 4 BIKE PAKRING MULTI-FAMILY # OF UNIT 128 BEDROOMS 1 SPACE/ BEDROOM 128 -- 4 MINIMUM 1,737 SF -- 6 - BICYCLE PARKING SPACES 132 132 TOTAL -- -- 155 TOTAL REQUIRED BIKE PARKING -- -- 132 - COVERED BIKE PARKING 32 32 - SHELTERED BIKE PARKING 1 SPACE/ 32 128 BEDROOMS 4 BEDROOM A-42 END STUDIO LARGE STUDIO STUDIO 2 A-48 0 6 2 SMALL 1 BED 0 2 6 0 0 6 LARGE 1 BED SMALL 2 BED 6 MEDIUM 1 BED MEDIUM 2 BED 28 3 0 LARGE 2 BED 18 3 3 3 0 2 3 BED