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HomeMy WebLinkAboutPROSPECT 7-ELEVEN STORE NO. 35506 - FDP - FDP120001 - MAPS/GRAPHICS - APPLICATIONZONING: RF ZONING: LMN ZONING: RL ZONING: RL ZONING: RL ZONING: RL ZONING: NC ZONING: NC ZONING: POL COUNTY COUNTY ZONING MMN ZONING MMN SITE SHEET NUMBER: OF ISSUE DATE: DATE REVISIONS BY ROTH ENGINEERING GROUP, LLC PREPARED FOR: DESIGNED BY: DRAWN BY: JOB NUMBER: 111101 MAY 15, 2012 C1.0 - - - - - - - N PROJECT DEVELOPMENT PLAN SHEET INDEX C1.0 COVER SHEET C1.1 EXISTING CONDITIONS PLAN C1.2 SITE PLAN LS1.0 LANDSCAPE PLAN IR1.0 IRRIGATION PLAN IR2.0 IRRIGATION DETAILS P1 PHOTOMETRIC PLAN RB-E ARCHITECTURAL ELEVATIONS PROJECT CONTACTS: DEVELOPER/ APPLICANT: 1121 GRANT ST DENVER, CO, 80203 PH: 720-328-9376 CIVIL ENGINEER: 21763 UNBRIDLED AVENUE PARKER, CO 80138 303-841-9365, 303-648-5212 (fax) ARCHITECT/ LANDSCAPE ARCHITECT: 809 S.W. A STREET, SUITE 201 BENTONVILLE ARKANSAS 72712 PRIMARY: CITY OF FORT COLLINS BENCHMARK 32-92, A 2" ALUMINUM CAP MARKED "32-92" IN THE NORTHEAST CORNER OF LAKE ST. AND OVERLAND TRAIL, IN EAST HEADWALL BRIDGE OVER PLEASANT VALLEY AND LAKE CANAL. CITY OF FT. COLLINS ELEVATION = 5116.24 FEET SECONDARY: CITY OF FORT COLLINS BENCHMARK 7-98, ON CONCRETE, 2 FEET NORTHWEST OF TRAFFIC SIGNAL POLE BASE, ON NORTHWEST CORNER OF WEST PROSPECT ROAD X X X X X X X X X E E E E E E E T LEGEND: SHEET NUMBER: OF ISSUE DATE: DATE REVISIONS BY ROTH ENGINEERING GROUP, LLC PREPARED FOR: DESIGNED BY: DRAWN BY: JOB NUMBER: 111101 MAY 15, 2012 C1.1 - - - - - - - N SURVEY INFORMATION OBTAINED FROM 1500 S. OVERLAND TRAIL ALTA/ACSM LAND TITLE SURVEY PREPARED BY CIVIL ARTS AND DATED OCTOBER 25, 2011. C:\Users\Kevin Roth\Roth Engineering Group\Projects\111101\CADD\Sheet Sets\Planning\2 PDP Existing Conditions Plan.dwg, 5/11/2012 12:26:20 PM, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 X X X T CURB CUT TO BE CLOSED CURB CUT TO BE CLOSED 24' CURB CUT CURB RAMP MODIFIED STANDARD EXISTING CROSSWALK TRUNCATED DOMES (TYP) SIDEWALK CHASE (TYP) PROPOSED CONVENIENCE STORE EXISTING ROW 50' PROPOSED ROW 57.5' CURB CUT TO BE CLOSED CURB CUT TO BE CLOSED 24' CURB CUT EM GM EXISTING ROW 50' PROPOSED ROW 57.5' 8' UTILITY ESMT 6' CONC. WALK 8' UTILITY ESMT 6' CONC. WALK 6.1' (MIN) CONC WALK BLDG - FL 6.9' (MIN) CONC WALK 4 8 INVERTED U BIKE RACK RE: DETAIL THIS SHEET TRASH DUMPSTER RE: ARCH. ELEVATIONS TRANSFORMER EXISTING TRANSFORMERS EX TREE (TYP) EX BLDG (TYP) EXIST 8' UTILITY ESMT EXIST 5' UTILITY ESMT 0 32 64 NOTE: ALL LIGHT FIXTURES SHALL BE ATTACHED TO POLES OR BUILDING BY USE OF NON-ADJUSTABLE ANGLE BRACKETS OR WALL-MOUNT BRACKETS PER LUC 3.2.4 (D). WEST PROSPECT ROAD S. OVERLAND TRAIL EM GM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.8 0.8 0.7 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 0.8 1.1 1.4 1.5 1.2 0.8 0.5 0.3 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 0.1 0.1 0.1 0.2 0.4 0.7 1.3 1.9 2.9 2.8 2.2 1.4 0.8 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.5 1.0 2.0 2.7 3.5 4.5 3.9 2.4 1.3 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.8 1.3 2.7 3.5 4.6 4.2 4.9 3.4 1.9 1.0 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.8 1.0 1.0 1.1 1.4 2.0 3.1 4.5 4.5 4.3 4.4 3.6 2.1 1.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.6 2.2 1.9 2.1 2.3 2.7 3.4 4.7 5.0 4.4 3.8 2.9 1.9 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.7 2.8 3.1 2.2 2.7 2.6 2.8 2.9 4.3 4.4 3.9 3.0 1.9 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.8 2.6 2.1 2.3 2.6 2.5 1.8 1.3 0.8 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.1 2.9 3.1 2.0 2.1 1.6 1.0 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.1 3.1 2.9 2.4 1.9 1.2 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.8 2.7 2.2 1.9 1.1 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 1.7 2.2 2.1 1.1 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 1.4 0.8 2.1 2.4 1.1 0.4 0.2 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 0.3 0.6 0.8 1.3 1.0 1.2 1.7 1.3 2.0 2.8 1.9 0.9 0.4 0.2 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 0.2 0.4 0.5 0.7 0.9 1.1 1.1 1.1 1.5 1.6 1.1 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.7 0.8 0.6 0.4 0.2 0.1 0.1 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 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 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 0.1 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Total Watts 1 LWY-3M-90 2 @ 90 DEGREES 10162 0.940 STR-LWY-3M-HT-08-D-UL-BZ-525mA 270 11 SEC-3M-02 SINGLE 2539 0.940 SEC-ARE-3M-WM-02-D-UL-BZ-525mA 407 Footcandles calculated using predicted lumen values after 50K hours of operation Label Avg Max Min Avg/Min Max/Min GRADE 0.60 5.0 0.0 N.A. N.A. ADDITIONAL EQUIPMENT POLE AND FIXTURE MEETS 140 MPH SUSTAINED WINDS LEDway BASE HT=3' POLE HEIGHT=17' (3) PS4S17CTBZ 17 x 4 x .125" SQUARE STEEL POLE (2) PD-1H4 SINGLE TENON (1) PD-2H4(90) SINGLE TENON BETA EDGE WALL MOUNT SECURITY LIGHT SEC-3M-02 DETAIL LWY-3M-90 DETAIL SHEET NUMBER: OF ISSUE DATE: DATE REVISIONS BY ROTH ENGINEERING GROUP, LLC PREPARED FOR: DESIGNED BY: DRAWN BY: FINISH FLOOR 0" CORNICE: HIGH- IMPACT EIFS DECORATIVE HORIZONTAL DETAIL: HIGH-IMPACT EIFS ACME BRICK KAWNEER STOREFRONT SPLIT FACE CMU BLOCK, TYP. WATERTABLE: ADVANCED CAST STONE- SANDSTONE WALL PACK LIGHT FIXTURE PREFABRICATED METAL AWNING HIGH-IMPACT EIFS MID PARAPET 20' - 6" HIGH PARAPET 22' - 6" LOW PARAPET 18' - 6" FINISH FLOOR 0" CORNICE: HIGH-IMPACT EIFS DECORATIVE HORIZONTAL DETAIL: HIGH- IMPACT EIFS ACME BRICK SPLIT FACE CMU BLOCK, TYP WATERTABLE: ADVANCED CAST STONE- SANDSTONE WALL PACK LIGHT FIXTURE SPANDREL GLASS KAWNEER STOREFRONT ACME BRICK HERRINGBONE PATTERN, TYP AT RECESSES UTILITIES TO BE SCREENED. REFERENCE LANDSCAPE PLAN MID PARAPET 20' - 6" HIGH PARAPET 22' - 6" FINISH FLOOR 0" CORNICE: HIGH-IMPACT EIFS DECORATIVE HORIZONTAL DETAIL: HIGH-IMPACT EIFS ACME BRICK SPLIT FACE CMU BLOCK, TYP WATERTABLE: ADVANCED CAST STONE- SANDSTONE WALL PACK LIGHT FIXTURE PREFABRICATED METAL AWNING HIGH-IMPACT EIFS SPANDREL GLASS KAWNEER STOREFRONT MID PARAPET 20' - 6" LOW PARAPET 18' - 6" HIGH PARAPET 22' - 6" FINISH FLOOR 0" CORNICE: HIGH-IMPACT EIFS DECORATIVE HORIZONTAL DETAIL: HIGH-IMPACT EIFS ACME BRICK SPLIT FACE CMU BLOCK, TYP WATERTABLE: ADVANCED CAST STONE- SANDSTONE WALL PACK LIGHT FIXTURE PREFABRICATED METAL AWNING HIGH-IMPACT EIFS SPANDREL GLASS KAWNEER STOREFRONT UTILITIES TO BE SCREENED. REFERENCE LANDSCAPE PLAN MID PARAPET 20' - 6" LOW PARAPET 18' - 6" HIGH PARAPET 22' - 6" FINISH FLOOR 0" CORNICE: HIGH-IMPACT EIFS DECORATIVE HORIZONTAL DETAIL: HIGH-IMPACT EIFS ACME BRICK SPLIT FACE CMU BLOCK, TYP WATERTABLE: ADVANCED CAST STONE- SANDSTONE 11' - 4 1/2" 5' - 3 7/8" MID PARAPET 20' - 6" FINISH FLOOR 0" PREFABRICATED METAL PARAPET CAP - DARK BRONZE ACME BRICK WATERTABLE: ADVANCED CAST STONE- SANDSTONE SPLIT FACE CMU BLOCK, TYP. STEEL GATE AND POSTS - DARK BRONZE FINISH FLOOR 0" PREFABRICATED METAL PARAPET CAP - DARK BRONZE ACME BRICK WATERTABLE: ADVANCED CAST STONE- SANDSTONE SPLIT FACE CMU BLOCK, TYP. 7' - 11 3/4" 1' - 0" 4" 6" 4" 3" 1' - 10" 6" 1' - 0" 4" 1' - 10" 8' - 0 3/4" 14' - 11 1/2" 8' - 0" 6' - 0" 52' - 10 3/4" 12' - 10 1/2" 8' - 0" 8' - 0" 44' - 10 1/4" 6' - 0" 15' - 6 7/8" 6' - 0" 43' - 5 1/4" 52' - 9" 8' - 0" 16' - 9 1/8" 8' - 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 479.273.9436 www.hfa-ae.com STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SHEET: CHECKED BY: DRAWN BY: DOCUMENT DATE: ISSUE BLOCK JOB NUMBER: FOR REVIEW/REFERENCE ONLY NOT FOR CONSTRUCTION CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON ( ), AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW STORE NO.: 7-ELEVEN PROTO: 6049 - 1/27/12 5/16/2012 10:41:39 AM C:\Users\chandra.mcallister\Desktop\My Projects\11-99008 Fort Collins, CO 1_chandra.mcallister.rvt RB-E REVIEW BOARD EXTERIOR ELEVATIONS JH CM 5/16/12 3045 W PROSPECT FT. COLLINS, CO 80526 12-11-99008 5/16/12 FORT COLLINS, CO 35506 1 EAST 3/16" = 1'-0" ELEVATION 2 WEST 3/16" = 1'-0" ELEVATION 3 SOUTH 3/16" = 1'-0" ELEVATION 4 NORTH 3/16" = 1'-0" ELEVATION 5 NORTHWEST 3/16" = 1'-0" ELEVATION 6 1/4" = 1'-0" TRASH ENCLOSURE - FRONT ELEVATION 7 1/4" = 1'-0" TRASH ENCLOSURE - SIDE ELEVATION 8 CORNICE 1" = 1'-0" DETAIL JOB NUMBER: 111101 MAY 15, 2012 P1 - - - - - - C:\Users\Kevin Roth\Roth Engineering Group\Projects\111101\CADD\Drawings By Others\HFA\Photometrics\20120515\35506 Fort Collins, CO - Site Photometrics\35506 Fort Collins, CO - Site Photometrics\11-99008 Fort Collins, CO (Prospect) - Site Photometrics.dwg, 5/16/2012 8:33:29 AM, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 PROPERTY LINE PROPERTY LINE 10' 10' GAS METER RE: LANDSCAPE PLANS FOR SCREENING DETAIL WHEEL STOP EXISTING ROW EXISTING ROW EXISTING TEL PEDESTAL TRAFFIC SIGNAL AND APPURTENANCES TO REMAIN EXIST FH TEL PEDESTAL TO REMAIN EX CURB STOP EXISTING CATV PEDESTAL TO BE RELOCATED 6" VERTICAL CURB NO PAN 10' BUILD TO LINE 10' BUILD TO LINE PROPOSED RIGHT OF WAY TYPE III BARRIER INDICATING END OF WALK (WALK CONSTRUCTED TO PROPERTY LINE) OUTDOOR RACKS FOR PROPANE SCREENING FOR PROPANE TANKS SHALL BE PRESENTED TO CITY PLANNING FOR APPROVAL, TO RACK PLACEMENT. SIDEWALK CHASE AND PAN (TYP) ELECTRIC METER RE: LANDSCAPE PLANS FOR SCREENING DETAIL MATCH EXISTING WALK 20' DRIVEWAY CONNECTION 18' 9' FL 8' 9' VAN ACCESSIBLE STANDARD ADA 8 LEGEND: EM GM 1' 9 2 5“ 1 2" 3' 0" 10 1 4" 3" R = 9 3/4" FINISH GRADE 1 9 10" O.D. 1 2‘5(%$5# 1 4" LG. (4) PLC's TYP. 11 2" SCH. 40 PIPE (1 9 10‘2'[Z INVERTED U SERIES SU-15-E: (OR APPROVED EQUAL) 1.5 INCH DIA. STEEL PIPE, EMBEDDED MOUNT NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. CREATIVE PIPE, INC. INVERTED U SERIES SU-15-E: 1.5 INCH DIA STEEL PIPE EMBEDED MOUNT (OR APPROVED EQUAL) SHEET NUMBER: OF ISSUE DATE: DATE REVISIONS BY ROTH ENGINEERING GROUP, LLC PREPARED FOR: DESIGNED BY: DRAWN BY: JOB NUMBER: 111101 MAY 15, 2012 C1.2 - - - - - - - N NOTES: 1. CURB CUT CLOSURE TO BE WITH 6" VERTICAL CURB AND GUTTER WITH 2' PAN. 2. PARKING LOT IS ASPHALT EXCEPT AS INDICATED. 3. ALL SITE CURB AND GUTTER IS 6" VERTICAL WITH A 1' PAN EXCEPT AS INDICATED ON PLAN. 4. HANDICAP PARKING SPACE SHALL BE IDENTIFIED BY A SIGN, CENTERED BETWEEN THREE (3) AND FIVE (5) FEET ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND STATE RESERVED, OR EQUIVALENT LANGUAGE PER LUC 3.2.2(K)(5). 5. OWNER RESERVES THE RIGHT TO CONSTRUCT A REMOVABLE ABOVE GROUND LANDSCAPE PLANTER ON THE PROPOSED EASTERN 20' DRIVEWAY CONNECTION SHOULD THE ADJACENT OWNER FAIL TO PROVIDE RECIPROCAL CROSS ACCESS (EASEMENT AND CONNECTING DRIVEWAY AISLE) THROUGH THEIR PROPERTY. C:\Users\Kevin Roth\Roth Engineering Group\Projects\111101\CADD\Sheet Sets\Planning\3 PDP Site Plan.dwg, 5/11/2012 12:22:44 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 AND FUQUA STREET. CITY OF FORT COLLINS ELEVATION= 5097.16 FEET C:\Users\Kevin Roth\Roth Engineering Group\Projects\111101\CADD\Sheet Sets\Planning\1 PDP Cover.dwg, 5/15/2012 3:22:21 PM, ARCH expand D (24.00 x 36.00 Inches), 1:1