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HomeMy WebLinkAbout7-ELEVEN @ COLLEGE & MAGNOLIA - PDP/APU - PDP120026 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLAN (3)W. MULBERRY ST. S. COLLEGE AVE. W. MAGNOLIA ST. S. MASON ST. W. OLIVE ST. SITE CANYON AVE. W. MOUNTAIN AVE. N PROJECT DEVELOPMENT PLAN SHEET INDEX C1.0 COVER SHEET C1.1 EXISTING CONDITIONS PLAN C1.2 SITE PLAN LP101 TREE PROTECTION AND MITIGATION PLAN LP102 LANDSCAPE PLAN P1 PHOTOMETRIC PLAN A1 ARCHITECTURAL ELEVATIONS PROJECT CONTACTS: APPLICANT: 1121 GRANT ST DENVER, CO, 80203 PH: 720-328-9376 CIVIL ENGINEER: 7853 EAST ARAPAHOE COURT, SUITE 2500 CENTENNIAL, CO 80112 PH: 303-841-9365 FAX: 303-648-5212 (fax) ARCHITECT: 809 S.W. A STREET, SUITE 201 BENTONVILLE ARKANSAS 72712 CITY OF FORT COLLINS BENCH 6-00, A 2" ALUMINUM CAP ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE AVENUE. CITY OF FT. COLLINS ELEVATION = 4990.69 FEET PREPARED FOR: 7-ELEVEN - COLLEGE AND MAGNOLIA 1 7 KJS KJS OWNER:: WELLS FARGO BANK, N.A. MAC C7300-120 1740 BROADWAY DENVER, CO 80274 LANDSCAPE ARCHITECT: RUSSELL MILLS STUDIOS 141 S. COLLEGE AVENUE, SUITE 104 FORT COLLINS, CO 80524 PH: 970-484-8855 TSB PREPARED FOR: 7-ELEVEN - COLLEGE AND MAGNOLIA LEGEND: TSB SOUTH COLLEGE AVENUE (140' ROW) WEST MAGNOLIA STREET (100' ROW) ALLEY (20' ROW) EXISTING BUILDING NOTE KEYS: 1. 4,139 SF RETAIL BUILDING (RE: ARCHITECTURAL PLANS) 2. TRASH ENCLOSURE 3. CONCRETE 6" VERTICAL CURB AND GUTTER (1' PAN) 4. CONCRETE SIDEWALK 5. 2' CONCRETE PAN 6. STANDARD PARKING STALL 7. ACCESSIBLE PARKING STALL 8. TRUNCATED DOMES 9. LANDSCAPED AREA 10. PROPOSED STOP SIGN (R-1) 11. PROPOSED ADA PARKING SIGN 12. INVERTED "U" BIKE RACK 18' MIN. 9' FL 8' 9' VAN ACCESSIBLE STANDARD ADA PREPARED FOR: 7-ELEVEN - COLLEGE AND MAGNOLIA Footcandles calculated using predicted lumen values after 50K hours of operation Label Avg Max Min Avg/Min Max/Min GRADE 0.70 3.2 0.0 N.A. N.A. 0 Date:10/8/2012 1200 92nd Street - Sturtevant, WI 53177 www.cree.com - (800) 236-6800 Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. Scale: 1"=16' 32 64 Customer No: 09130 Filename: JC121008FCCOTG.AGI Layout by: TIFFANY GENTRY Footcandles calculated at grade Project Name: 7 ELEVEN FT COLLINS, CO W TSB Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Total Watts 2 LWY-3MB SINGLE 7508 0.930 STR-LWY-3MB-HT-08-D-UL-BZ-525mA 270 1 LWY-4MB SINGLE 8064 0.930 STR-LWY-4MB-HT-08-D-UL-BZ-525mA 135 4 SEC-3M-02 SINGLE 2539 0.920 SEC-EDG-3M-WM-02-D-UL-BZ-525mA 148 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.9 1.2 1.0 0.5 0.3 0.1 0.0 0.2 0.4 0.5 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.2 0.9 1.0 0.9 1.0 1.0 1.0 0.7 1.5 1.4 1.3 0.7 0.3 0.1 0.0 0.0 0.8 1.3 1.4 0.7 0.3 0.1 0.1 0.0 0.0 0.1 2.0 2.3 2.3 2.0 1.9 1.3 1.3 2.0 1.3 0.6 0.2 0.1 0.0 0.0 0.1 1.6 2.7 2.9 2.1 2.2 2.0 2.4 1.9 0.9 0.3 0.1 0.0 0.0 0.1 1.3 2.9 2.1 2.1 2.3 2.1 1.2 1.8 0.9 0.3 0.1 0.0 0.1 0.1 1.3 2.9 2.1 1.9 2.0 1.4 1.5 1.3 0.7 0.3 0.1 0.0 0.1 0.1 1.7 3.0 3.2 2.0 1.5 1.1 0.5 0.5 0.6 0.5 0.5 0.4 0.4 0.5 0.4 0.4 0.3 1.0 0.9 0.5 0.3 0.1 0.1 0.1 0.2 2.2 2.8 3.1 3.2 2.9 1.9 1.5 2.1 1.8 1.3 1.1 0.9 1.1 1.3 1.3 1.2 0.9 0.9 0.7 0.5 0.3 0.1 0.1 0.1 0.3 1.2 1.6 1.8 2.5 3.2 3.0 2.8 2.7 2.2 1.4 1.4 1.5 1.9 2.6 2.8 2.4 1.5 1.2 0.8 0.5 0.3 0.1 0.1 0.1 0.2 0.6 0.9 1.2 1.6 2.3 2.9 2.9 2.3 1.6 1.4 1.4 1.7 2.8 2.5 2.6 2.3 2.3 1.2 0.8 0.4 0.2 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.8 1.1 1.3 1.3 1.2 1.0 1.0 1.2 1.5 1.9 1.7 1.1 1.9 1.7 1.0 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.3 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 LEDway BASE HT=3' POLE HEIGHT=17' BETA EDGE WALL MOUNT SECURITY LIGHT 12' MOUNTING HEIGHT 304 SERIES RECESSED CANOPY 16' MOUNTING HEIGHT ADDITIONAL EQUIPMENT (3) PS4S17CTBZ 17 x 4 x .125" SQUARE STEEL POLE (3) PD-1H4 SINGLE TENON POLE AND FIXTURE MEETS 140 MPH SUSTAINED WINDS PREPARED FOR: 7-ELEVEN - COLLEGE AND MAGNOLIA T.O. FINISH FLOOR 0' - 0" ROOF 14' - 0" 15' - 0" T.O. FINISH FLOOR 0' - 0" ROOF 14' - 0" T.O. FINISH FLOOR 0' - 0" ROOF 14' - 0" T.O. FINISH FLOOR 0' - 0" ROOF 14' - 0" HF ARRISON RENCH & A S S O C I A T E S , LT D 809 S.W. A Street, Suite 201 Bentonville, Arkansas 72712 t 479.273.7780 f 479.273.9486 www.hfa-ae.com SHEET NUMBER: CHECKED BY: DRAWN BY: ISSUE DATE: STORE NO.: 7-ELEVEN - COLLEGE AND MAGNOLIA VERDAD REAL ESTATE 1121 GRANT STREET DENVER, CO 80205 PREPARED FOR: DATE REVISIONS BY 7-ELEVEN COLLEGE & MAGNOLIA 10/8/2012 9:47:29 AM C:\Users\kelly.guittar\Desktop\My Projects\11-01073 Fort Collins, CO_kelly.guittar.rvt A1 JH KJG 09/26/12 1030485 1 NORTH 3/16" = 1'-0" ELEVATION 2 SOUTH 3/16" = 1'-0" ELEVATION - WEST MAGNOLIA STREET 3 WEST 3/16" = 1'-0" ELEVATION - ALLEY 4 EAST 3/16" = 1'-0" ELEVATION - SOUTH COLLEGE AVENUE SIGNAGE TO BE APPROVED UNDER SEPARATE REVIEW