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HomeMy WebLinkAboutPROSPECT 7-ELEVEN STORE NO. 35506 - PDP - PDP120002 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLANZONING: 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 JANUARY 25, 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 A CONCRETE HEADWALL. 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 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, 3/6/2012 8:24:35 PM, 1:1 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 JANUARY 25, 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, 3/6/2012 8:30:07 PM, 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 FINISH FLOOR ELEV. = 5123.43 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' CONC WALK BLDG - FL 7.5' 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' 0 32 64 WEST PROSPECT ROAD S. OVERLAND TRAIL 7-ELEVEN 0.1 0.2 0.2 0.2 0.2 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 0.2 0.2 0.3 0.3 0.3 0.2 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 0.2 0.3 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 CORNICE: HIGH- IMPACT EIFS DECORATIVE HORIZONTAL DETAIL: HIGH-IMPACT EIFS ACME BRICK KAWNEER STOREFRONT SPLIT FACE CMU BLOCK, TYP. ARCH DETAIL: HIGH-IMPACT EIFS WATERTABLE: ADVANCED CAST STONE- SANDSTONE WALL PACK LIGHT FIXTURE PREFABRICATED METAL AWNING HIGH-IMPACT EIFS PROFILE OF PARAPET BEYOND T.O. PARAPET 20' - 0" FINISH FLOOR 0' - 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 T.O. PARAPET 20' - 0" FINISH FLOOR 0' - 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 PROFILE OF PARAPET BEYOND SPANDREL GLASS KAWNEER STOREFRONT T.O. PARAPET 20' - 0" FINISH FLOOR 0' - 0" ACME BRICK HERRINGBONE PATTERN, TYP AT RECESSES UTILITIES TO BE SCREENED. REFERENCE LANDSCAPE PLAN 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 T.O. PARAPET 20' - 0" FINISH FLOOR 0' - 0" UTILITIES TO BE SCREENED. REFERENCE LANDSCAPE PLAN CORNICE: HIGH-IMPACT EIFS DECORATIVE HORIZONTAL DETAIL: HIGH-IMPACT EIFS ACME BRICK SPLIT FACE CMU BLOCK, TYP WATERTABLE: ADVANCED CAST STONE- SANDSTONE T.O. PARAPET 20' - 0" FINISH FLOOR 0' - 0" FINISH FLOOR 0' - 0" T.O. TRASH ENCLOSURE 8' - 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' - 0" T.O. TRASH ENCLOSURE 8' - 0" PREFABRICATED METAL PARAPET CAP - DARK BRONZE ACME BRICK WATERTABLE: ADVANCED CAST STONE- SANDSTONE SPLIT FACE CMU BLOCK, TYP. 2 1/2" 2" 2" 11" 3" 6" 1' - 8" 6 1/2" 12' - 0" 15' - 4" 8' - 0" 6' - 0" 55' - 8" 6' - 0" 19' - 2 1/2" 6' - 0" 43' - 3" 8' - 0" 18' - 9" 8' - 0" 54' - 3 1/2" 13' - 4 1/2" 8' - 0" 8' - 0" 44' - 11" SHEET NUMBER: RB-E PRELIMINARY NOT FOR CONSTRUCTION DESIGNED BY: DRAWN BY: JOB NUMBER: CAM CAM 11-99008 ISSUE DATE: JANUARY 25, 2012 DATE: REVISIONS BY PROSPECT 7-ELEVEN STORE NO. 35506 EXTERIOR ELEVATIONS ROTH ENGINEERING GROUP, LLC 1121 GRANT STREET DENVER, CO 80205 0' 1' 4' 8' 21763 UNBRIDLED AVENUE PARKER, CO 80138 PHONE; 303-841-9365 FAX: 303-648-5212 1 EAST 3/16" = 1'-0" ELEVATION 3 SOUTH 3/16" = 1'-0" ELEVATION 2 WEST 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 0.1 0.3 0.4 0.5 0.6 0.7 0.6 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.3 0.5 0.6 0.8 1.0 1.1 0.7 0.4 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.3 0.4 0.7 1.0 1.4 1.8 1.6 0.7 0.7 0.7 0.7 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.1 0.3 0.5 0.7 1.1 2.0 2.9 3.1 1.8 1.7 1.7 1.2 0.9 0.9 0.9 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.6 1.0 1.9 4.0 6.4 6.2 5.7 3.7 1.6 0.6 1.5 1.4 1.0 0.6 0.4 0.3 0.2 0.3 0.4 0.6 0.9 1.5 3.4 8.1 2.7 2.0 1.3 0.8 0.5 0.3 0.2 0.3 0.5 0.7 1.0 1.9 4.1 6.2 4.9 2.2 1.5 0.9 0.5 0.3 0.2 0.3 0.5 0.7 1.1 1.9 3.5 6.2 5.5 3.0 1.8 1.0 0.6 0.4 0.3 0.3 0.5 0.8 1.2 1.9 3.5 5.4 5.0 3.1 1.9 1.0 0.6 0.4 0.3 0.3 0.5 0.7 1.0 1.6 2.7 5.4 5.5 3.2 1.9 1.1 0.6 0.4 0.3 0.3 0.5 0.7 1.0 1.8 3.5 6.0 5.7 3.9 3.5 6.4 8.8 9.5 4.6 2.6 1.4 0.8 0.5 0.3 0.4 0.5 0.9 1.4 2.4 3.6 6.6 7.2 4.3 3.8 4.0 3.9 5.2 4.2 2.8 1.6 1.0 0.6 0.3 0.4 0.6 1.0 1.6 2.3 3.2 4.5 4.3 3.0 2.6 2.2 1.9 2.4 2.5 2.0 1.4 0.9 0.6 0.4 0.5 0.7 1.0 1.3 1.9 2.5 2.5 2.2 1.9 1.7 1.4 1.3 1.4 1.5 1.4 1.1 0.7 0.5 0.4 0.5 0.6 0.8 1.2 1.5 1.6 1.6 1.4 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.6 0.4 0.3 0.4 0.5 0.7 1.0 1.0 1.1 1.1 0.9 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.5 0.6 0.7 0.7 0.8 0.7 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 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 0.1 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 0.1 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 0.1 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 0.1 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 0.1 0.1 0.1 C MH=13' C MH=13' C MH=15.2' C MH=13' C MH=15.2' C MH=15.2' C MH=15.2' C MH=15.2' C MH=13' C MH=13' C MH=13' A MH=20' A MH=20' B MH=20' SCALE: 1"=15' 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). 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 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Total Watts 2 LWY-3M SINGLE 10162 0.940 STR-LWY-3MB-HT-06-D-UL-BZ-525mA 270 1 LWY-3M-90 2 @ 90 DEGREES 10162 0.940 STR-LWY-3MB-HT-06-D-UL-BZ-525mA 270 Footcandles Statistics Label Avg Max Min Avg/Min Max/Min GRADE 1.0 9.5 0.0 N.A. N.A. 10 SEC-EDG-3M SINGLE 5079 0.940 SEC-EDG-3MB-WM-04-D-UL-BZ-525mA 700 A B C BETA EDGE WALL MOUNT SECURITY LIGHT SHEET NUMBER: OF ISSUE DATE: DATE REVISIONS BY PREPARED FOR: DESIGNED BY: DRAWN BY: JOB NUMBER: 000000 MARCH 9, 2012 P1 - - - - - - - C:\Users\Kevin Roth\Roth Engineering Group\Projects\111101\CADD\Drawings By Others\HFA\Photometrics\20120308\3-08-2012\11-99008 Fort Collins, CO (Prospect) - Site Photometrics.dwg, 3/9/2012 10:14:23 AM, 1:1 UTILITY ESMT PROPERTY LINE PROPERTY LINE 10' 10' GAS METER 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 OUTDOOR RACKS FOR PROPANE FUTURE POTENTIAL LOCATION FOR MOVIE RENTAL BOX SIDEWALK CHASE AND PAN (TYP) 9' FL 9' 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 JANUARY 25, 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 SIGHN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND STATE RESERVED, OR EQUIVALENT LANGUAGE PER LUC 3.2.2(K)(5) C:\Users\Kevin Roth\Roth Engineering Group\Projects\111101\CADD\Sheet Sets\Planning\3 PDP Site Plan.dwg, 3/8/2012 8:46:15 AM, 1:1