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HomeMy WebLinkAboutMAVERIK - FDP210003 - SUBMITTAL DOCUMENTS - ROUND 2 - PLANSSSWWW WWWW W SSSSSS SS W SSWWW WWWW W SSSSSS SS W VANSTOP ST OP B B BBPROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006PDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. OCTOBER 23, 2020 19-122-0006 PDP COVER SHEET 1 2 LAND USE TABLE (PARCEL #8615305702) DEVELOPMENT STANDARDS REQUIRED/EXISTING PROPOSED ZONING GENERAL COMMERCIAL (CG) GENERAL COMMERCIAL (CG) PROPOSED LAND USE N/A CONVENIENCE STORE WITH FUEL SALES TOTAL PROJECT AREA 2.84 AC ( 123,710 SF) 2.84 AC ( 123,710 SF) GROSS 123,710 SF NET 123,710 SF MAX BUILDING HEIGHT (CONVENIENCE STORE)90' 0" 29' 1" MAX BUILDING HEIGHT (CANOPY)90' 0" 19' 3" FLOOR AREA (CONVENIENCE STORE)N/A 6,130 SF RATIO OF FLOOR AREA TO LOT SIZE 0.05 LANDSCAPE AREA 1,732 SF 1,870 SF AREA OF ACTIVE RECREATIONAL USE N/A 0 SF PARKING TABULATION TOTAL OFFSTREET VEHICLE PARKING 12 MIN - 25 MAXIMUM 30 STANDARD SPACES N/A 28 LONG TERM N/A 0 SHORT TERM N/A 0 COMPACT SPACES N/A 0 STANDARD ACCESSIBLE SPACES 1 1 VAN ACCESSIBLE SPACES 1 1 MOTORCYCLE SPECIFIC SPACES 0 0 TOTAL BICYCLE PARKING 4 MIN (1 COVERED)4 EXTERIOR N/A 0 ENCLOSED/COVERED 1 4 PROJECT DEVELOPMENT PLAN FOR MAVERIK INC. STORE I-25 & E. COUNTY RD. 32 / HIGHWAY 392 FORT COLLINS,CO VICINITY MAP SDSSSSWWWWWWW W W WW W W W W W W SSSSSS SS SS SS SS SDSSSSWWWWWWW W W WW W W W W W W SSSSSS SS SS SS SS VANSTOP STOP PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006PDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. OCTOBER 23, 2020 19-122-0006 SITE PLAN 2 2 94' - 0"50' - 11"118 35° STOR. COOLER 119 -10° FREEZER 112 DELI PREP 113 KITCHEN SERVICE 111 COFFEE PREP 105 MEN'S 104 EXIT HALLWAY 106 WOMEN'S 101 RETAIL 115 35° BEVERAGE COOLER 114 30° BEER COOLER HOUSEKEEPING PAD 110 VENDOR RECEIVING 102 OFFICE 8' - 8" Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-1 FLOOR PLAN 4,425 SF V-B / M SCALE:1/4" = 1'-0"1 FLOOR PLAN HOUSEKEEPING PAD CONDENSING UNIT SKYLIGHT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT STEEL AWNING, PAINTED BLACK FOX, TYP. STANDING SEAM METAL ROOF, MIDNIGHT BRONZE ROOF CRICKET, TYP. PVC ROOFING, WHITE, OVER R-30 RIGID INSULATION. HVAC ROOF TOP UNIT CONDENSING UNIT CONDENSING UNIT 3 A-2 3 A-2 2 A-2 2 A-2 1/4" / 12"1/4" / 12"3/8" / 12"3 / 8 " / 1 2 " HVAC ROOF TOP UNIT HVAC ROOF TOP UNIT 5" / 12"5" / 12"8" / 12"8" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12" 5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-2 ROOF PLAN 4,425 SF V-B / M SCALE:3/16" = 1'-0"1 ROOF PLAN SCALE:3/16" = 1'-0"2 BUILDING SECTION SCALE:3/16" = 1'-0"3 BUILDING SECTION Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-3 PERSPECTIVE VIEWS 4,425 SF V-B / M SCALE:1 FRONT RIGHT BUILDING PERSPECTIVE SCALE:2 FRONT LEFT BUILDING PERSPECTIVE FINISH FLOOR 100' -0" FINISH FLOOR 100' -0" T.O. ROOF 129' -1" T.O. ROOF 129' -1" WAINSCOT 104' -0" WAINSCOT 104' -0" FRONT DECK BEARING 115' -2" FRONT DECK BEARING 115' -2" TYP. 04.06 TYP. 04.05 TYP. 05.69 TYP. 04.09 TYP. 04.09 TYP. 05.10 TYP. 08.02 T.O. WINDOW 111' -0" T.O. WINDOW 111' -0" TYP. 05.69 TYP. 10.52 TYP. 08.02 TYP. 05.01 TYP. 05.03 TYP. 05.03 TYP. 08.02 TYP. 05.06 TYP. 05.06 TYP. 04.06 TYP. 04.05 FINISH FLOOR 100' -0" FINISH FLOOR 100' -0" BEAM BEARING 120' -3" T.O. ROOF 129' -1" WAINSCOT 104' -0" WAINSCOT 104' -0" REAR DECK BEARING 114' -2" FRONT DECK BEARING 115' -2" TYP. 05.01 TYP. 05.03 05.69 TYP. 04.06 TYP. 04.05 TYP. 04.09 TYP. 04.09 TYP. 05.03 05.06 TYP. 06.10 TYP. 05.06 TYP. 06.10 TYP. 06.10 TYP. 04.05 TYP. 04.06 Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-4 EXTERIOR ELEVATIONS 4,425 SF V-B / M SCALE:1/4" = 1'-0"1 FRONT ELEVATION KEYED NOTES 04.05 CULTURED STONE VENEER, SKYLINE, COUNTRY LEDGESTONE 04.06 CULTURED STONE VENEER CAP, SKYLINE, COUNTRY LEDGESTONE 04.09 THIN BRICK, ASH 05.01 PRE-FINISHED GUTTER, BRITE RED 05.03 PAINTED STEEL, BLACK FOX 05.06 MBCI PRE-FINISHED METAL ROOF, 1 3/4" STANDING SEAM, MIDNIGHT BRONZE 05.10 PRE-FINISHED METAL EAVE FLASHING BY ROOF MANUFACTURER, MIDNIGHT BRONZE 05.69 STEEL AWNING, COLOR P-9 06.10 FIBER CEMENT BOARD & BATTEN SIDING, AGED PEWTER 08.02 ALUMINUM STOREFRONT SYSTEM, DARK BRONZE 10.52 BUILDING ADDRESS SIGNAGE. VERIFY LOCATION WITH LOCAL CODE OFFICIAL(S) PRIOR TO INSTALLATION SCALE:1/4" = 1'-0"2 RIGHT ELEVATION FINISH FLOOR 100' -0" FINISH FLOOR 100' -0" T.O. ROOF 129' -1" T.O. ROOF 129' -1" WAINSCOT 104' -0" WAINSCOT 104' -0" REAR DECK BEARING 114' -2" REAR DECK BEARING 114' -2" TYP. 04.09 TYP. 04.09 TYP. 04.06 TYP. 04.05 TYP. 05.69 TYP. 04.09 TYP. 04.06 TYP. 04.08 TYP. 04.05 TYP. 06.10 TYP. 05.06 TYP. 06.10 TYP. 06.10 FINISH FLOOR 100' -0" FINISH FLOOR 100' -0" BEAM BEARING 120' -3" T.O. ROOF 129' -1" WAINSCOT 104' -0" WAINSCOT 104' -0" REAR DECK BEARING 114' -2" FRONT DECK BEARING 115' -2" TYP. 05.01 TYP. 05.69 TYP. 05.03 TYP. 04.09 TYP. 04.09 TYP. 04.06 TYP. 04.08 TYP. 04.06 TYP. 05.69 TYP. 04.05 TYP. 08.07 TYP. 05.03 TYP. 05.06 TYP. 06.10 TYP. 04.05 TYP. 05.06 TYP. 08.04 Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-5 EXTERIOR ELEVATIONS 4,425 SF V-B / M SCALE:1/4" = 1'-0"1 REAR ELEVATION KEYED NOTES 04.05 CULTURED STONE VENEER, SKYLINE, COUNTRY LEDGESTONE 04.06 CULTURED STONE VENEER CAP, SKYLINE, COUNTRY LEDGESTONE 04.08 SPLIT-FACE CMU BLOCK, COLOR: CANVAS, 8'-0" HIGH WITH CONCRETE CAP 04.09 THIN BRICK, ASH 05.01 PRE-FINISHED GUTTER, BRITE RED 05.03 PAINTED STEEL, BLACK FOX 05.06 MBCI PRE-FINISHED METAL ROOF, 1 3/4" STANDING SEAM, MIDNIGHT BRONZE 05.69 STEEL AWNING, COLOR P-9 06.10 FIBER CEMENT BOARD & BATTEN SIDING, AGED PEWTER 08.04 HOLLOW METAL DOOR AND FRAME, PAINTED AGED PEWTER 08.07 DOOR, SEE SCHEDULE SCALE:1/4" = 1'-0"2 LEFT ELEVATION 8' - 4 1/4" EQ. 29' - 0"29' - 0" EQ. 29' - 0"14' - 4 1/2" TYP. 10.50 TYP. 10.50 TYP. 10.50TYP. 10.50 TYP. 09.46 TYP. 11.06 TYP. 32.05 TYP. 10.49 TYP. 32.09 TYP. 32.03 TYP. 32.08 TYP. 03.10 2 A-6 9' - 6"24' - 0"27' - 10 1/4" 2' - 0"2' - 0" TYP. 10.50 TYP. 09.46 TYP. 11.06 TYP. 32.06 TYP. 32.08 TYP. 32.09 TYP. 32.03 TYP. 03.10 TYP. 32.05 TYP. 10.49 TYP. 10.50 2' - 6 "OPEN TO BELOW(PUMP ACCESS)TYP. 10.49 TYP. 32.06 TYP. 32.04 TYP. 32.04 TYP. 32.09 TYP. 11.06 TYP. 03.10 TYP. 32.08 TYP. 32.03 TYP. 32.04 14' - 5 1/2"24' - 0"15' - 4 3/4" 2' - 0"4"39"33"TYP. 10.50 TYP. 09.46 TYP. 11.06 TYP. 32.06 TYP. 32.05 TYP. 10.49 TYP. 32.03 TYP. 03.10 TYP. 32.09 TYP. 32.08 7' - 0"29' - 0" TYP. 29' - 0" TYP. 29' - 0" TYP. 29' - 0"15' - 8 3/4" TYP. 10.50 EQEQTYP. 09.46 TYP. 32.05 TYP. 11.06 TYP. 32.03 TYP. 32.08 TYP. 32.09 TYP. 03.10 Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-6 CANOPY ELEVATIONS 4,425 SF V-B / M SCALE:1/4" = 1'-0"1 FUEL DISPENSING CANOPY - STREET SIDE ELEVATION SCALE:1/4" = 1'-0"4 FUEL DISPENSING CANOPY - END ELEVATION SCALE:1/2" = 1'-0"2 CANOPY COLUMN PLAN KEYED NOTES 03.10 6" MIN. RAISED CONCRETE ISLAND W/ TOOLED EDGES AND CORNERS. VERIFY SIZE W/ DISPENSER SUPPLIER +/-5'-0" X 3'-0" (NO METAL FORM). ACCESSIBLE ISLAND TO BE 6"; SEE CIVIL DRAWINGS FOR LOCATION 09.46 PANEL COLUMN CLADDING, TO MATCH BR-1 10.49 4A:40 BC FIRE EXTINGUISHER W/ CASE, LOCATE WITHIN 75' OF ALL PUMPS, DISPENSERS, OR STORAGE TANK. LOCATION TO BE FINALIZED BY FIRE MARSHAL 10.50 SIGNAGE TO BE COORDINATED BY FUEL CANOPY CONTRACTOR WITH OWNER 11.06 DISPENSING STATION (BY OTHERS) 32.03 4" DIAMETER "U" BOLLARD, SET AND FILLED W/ CONCRETE, SEE CIVIL DRAWINGS PAINTED P-4 32.04 EXPANSION JOINTS, TO BE FILLED W/ "JET FUEL RESISTANT" SEALANT, SEE CIVIL DRAWINGS 32.05 SIGNAGE, BY OWNER, TO COMPLY WITH IFC 2305.6 AND POSTED ON EACH SIDE OF COLUMN 32.06 S.S.I. (WINDOW WASH/PAPER TOWEL) PROVIDED BY OWNER INSTALLED BY CONTRACTOR, MOUNTED TO COLUMN PER ADA REQUIREMENTS (4'-0" MAX A.F.F. TO PAPER TOWEL FOLD) 32.08 TRASH CONTAINER, PROVIDED BY OWNER 32.09 PAINT CONCRETE CURB EDGE P-4, SEE SCHEDULE ON SHEET A6.03 SCALE:1/4" = 1'-0"5 FUEL DISPENSING CANOPY - END ELEVATION SCALE:1/4" = 1'-0"3 FUEL DISPENSING CANOPY - BUILDING SIDE ELEVATION Cultured Stone -Skyline, Country Ledgestone BB -1 Thin Brick - Ash C -2 MBCI Brite RedC-1 MBCI Dark Bronze Anodized -Dark Bronze Paint -Black Fox BB -2 Fiberboard - Cobblestone BB-3 Fiberboard - Aged Pewter Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-7 EXTERIOR MATERIALS BOARD 4,425 SF V-B / M Prototype Version: 185 S. State Street Salt Lake City, Utah 84111 Building Square Footage: Construction Type/Occupancy Classification: PROPOSED MAVERIK C-STORE 40_L_RR_2003 A-8 RENDERING 4,425 SF V-B / M 2"1"0"54321 54321 DCBASCALE DRAWN BY CHECKED BY PROJECT NUMBER FILE SEAL DATE STATUS DATE REVISION Consulting Engineers This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law. Copyright c 2020 by: NIELSON ENGINEERING, INC. Nielson Engineering, Inc. OWNERSHIP OF DOCUMENTS Pocatello, Idaho 83201 PHONE (208) 232-2577 156 North Twelfth Avenue FAX (208) 234-0918 E-1.2 PHOTOMETRIC PLANMAVERIK INC.I-25 & NORTH COUNTY ROAD 32PHOTOMETRIC PLANFORT COLLINS, COSITE PHOTOMETRIC PLAN SW FR O N T A G E R O A D COUNTY ROAD 32 As indicated MSI MJE 19335 17.2 17.6 15.8 16.1 17.9 16.1 18.3 19.3 17.0 14.0 16.7 16.6 12.8 13.6 13.5 14.8 16.5 17.2 17.2 17.9 15.5 14.7 13.2 15.1 17.0 16.0 16.9 13.6 13.7 13.4 12.6 12.1 17.6 17.4 17.9 14.3 12.7 13.0 14.6 16.2 15.4 16.4 14.2 14.1 13.8 12.7 12.0 18.0 18.4 19.1 15.3 13.7 15.9 17.2 18.3 16.8 17.1 17.5 18.0 19.0 16.0 14.8 15.2 16.2 16.8 17.9 18.8 19.3 18.6 16.5 17.0 18.3 19.1 19.4 18.6 16.2 16.5 17.8 18.4 18.6 17.8 15.5 17.3 18.2 18.7 19.0 18.2 16.3 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 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 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 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 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 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 0.2 0.3 0.2 0.3 0.4 0.5 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.0 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 0.1 0.4 0.6 1.1 1.5 1.5 1.9 1.6 1.1 0.9 0.8 0.5 0.2 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 0.1 0.4 0.7 0.9 1.2 1.8 2.4 2.5 2.4 1.8 1.3 1.1 1.0 0.7 0.3 0.2 0.2 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 0.1 0.2 0.5 0.9 1.0 1.2 1.6 1.9 2.0 1.9 1.6 1.4 1.3 1.2 0.9 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 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 0.1 0.2 0.6 1.0 1.2 1.3 1.5 1.7 1.9 2.0 2.1 1.9 1.6 1.4 1.1 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 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 0.1 0.2 0.6 1.0 1.2 1.4 1.7 1.9 1.9 2.0 2.1 2.1 1.9 1.6 1.3 0.9 0.7 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.2 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 0.1 0.1 0.3 0.6 0.9 1.1 1.3 1.4 1.5 1.6 1.8 2.0 2.2 2.1 1.8 1.5 1.2 0.9 0.8 0.8 0.8 0.8 0.9 0.9 0.7 0.5 0.6 0.7 0.6 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 0.1 0.1 0.3 0.6 0.8 1.0 1.1 1.1 1.1 1.2 1.5 1.8 1.9 1.9 1.8 1.7 1.4 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.3 1.0 1.1 1.3 1.1 0.9 0.6 0.5 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 0.9 1.0 1.1 1.1 1.1 1.1 1.4 1.8 1.9 1.8 1.9 2.0 2.0 2.4 2.5 2.7 2.7 2.7 2.9 2.6 2.2 1.8 1.6 1.6 1.8 1.7 1.3 1.1 0.8 0.5 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.8 1.0 1.1 1.3 1.2 1.1 1.1 1.5 1.9 2.0 1.8 2.4 2.9 3.2 4.4 5.6 6.0 6.1 5.5 4.5 2.7 3.2 3.0 2.2 1.9 2.1 2.2 2.0 1.7 1.3 1.0 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.8 1.1 1.2 1.3 1.3 1.2 1.2 1.5 1.9 2.1 2.1 3.0 3.6 4.3 6.7 9.6 11.0 11.0 8.3 6.6 4.8 4.3 3.5 2.4 2.1 2.3 2.4 2.5 2.4 2.0 1.3 0.7 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 1.0 1.4 1.4 1.5 1.6 1.3 1.3 1.6 2.0 2.2 2.3 3.0 3.6 2.9 5.1 5.4 4.6 3.4 2.5 2.6 2.7 2.6 2.9 3.1 2.5 1.7 1.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.4 2.0 1.7 1.7 1.8 1.6 1.6 1.9 2.3 2.5 2.3 3.0 3.4 2.5 6.4 5.1 4.7 3.3 2.9 2.9 2.9 3.3 3.6 4.0 3.7 2.7 2.2 1.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.4 2.5 2.1 1.9 2.2 2.2 2.3 2.7 3.1 3.3 2.9 3.0 2.7 1.9 7.3 5.2 4.9 3.6 3.2 3.0 3.9 5.7 6.5 6.5 5.8 4.3 3.2 1.7 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 0.2 1.2 2.6 2.3 2.2 3.0 3.7 4.3 4.9 5.3 5.4 5.2 4.3 3.1 1.8 8.6 6.2 5.1 3.8 3.0 3.3 5.7 14.4 13.1 9.8 6.2 4.2 2.5 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.3 2.5 2.3 2.5 4.5 7.7 10.1 11.1 11.5 12.0 11.3 9.4 5.3 2.3 8.8 6.5 5.0 3.5 3.0 3.4 6.4 13.1 7.3 5.1 3.4 2.2 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.9 1.8 2.0 2.8 6.0 13.3 7.8 3.7 7.4 5.3 4.7 3.2 2.7 3.2 6.5 12.4 8.1 5.8 3.7 2.2 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.6 1.3 1.8 3.0 6.0 12.2 7.3 4.5 2.5 6.3 4.7 4.1 2.8 2.3 3.0 6.2 14.3 10.6 8.4 4.8 2.4 1.3 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 1.7 3.0 6.1 12.9 7.4 4.9 3.2 7.6 5.3 3.6 2.5 2.2 2.9 5.4 12.8 6.1 2.9 1.6 1.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.0 1.6 2.8 5.5 11.9 6.6 4.7 3.2 8.1 5.6 3.7 2.6 2.4 3.2 6.1 6.2 3.1 1.6 0.9 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.3 2.2 3.6 6.0 7.5 7.7 7.7 7.7 7.3 6.0 3.6 3.7 2.2 7.7 5.6 3.7 2.8 2.7 3.6 6.5 6.1 2.8 1.4 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.1 1.7 2.3 3.1 3.4 3.3 3.0 2.9 2.7 2.3 2.4 4.2 6.8 9.7 10.9 5.8 4.9 3.5 3.0 3.0 3.8 6.1 5.8 3.0 1.7 0.9 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.7 1.1 1.4 1.8 2.2 2.3 2.1 1.7 1.3 1.2 1.2 1.8 3.4 5.4 7.5 9.0 3.4 4.0 5.5 4.1 3.2 3.0 3.1 4.0 7.0 5.1 2.9 1.9 1.5 1.4 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 0.1 0.7 1.0 1.2 1.5 1.7 2.1 1.9 1.5 1.1 0.8 0.9 1.3 1.9 2.5 3.2 4.5 5.6 4.4 3.6 2.9 2.8 2.7 2.7 3.7 6.9 5.8 2.9 2.0 2.0 2.6 2.4 1.9 1.0 0.6 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.8 1.3 1.7 1.8 1.8 1.9 1.7 1.4 1.0 0.9 1.0 1.2 1.4 1.7 2.5 3.2 3.2 2.8 3.0 3.3 3.3 3.2 3.7 6.1 5.8 3.0 2.0 1.9 2.6 3.3 3.5 2.8 1.7 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.2 2.3 2.4 2.0 1.7 1.9 1.6 1.4 1.2 1.2 1.2 1.2 1.3 1.7 2.1 2.2 2.4 3.1 3.4 3.5 3.4 3.7 6.8 5.3 3.0 2.3 2.0 2.3 2.9 3.1 2.8 2.1 1.7 1.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 2.4 2.3 1.7 1.5 1.7 1.6 1.6 1.6 1.5 1.4 1.4 1.6 1.7 1.7 1.9 2.5 3.0 3.0 2.8 3.4 6.7 5.8 2.9 2.1 2.1 2.5 2.8 2.9 2.6 2.3 1.9 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.4 2.2 1.6 1.4 1.4 1.5 1.7 1.8 1.7 1.6 1.7 1.7 1.7 1.8 2.1 2.5 2.8 2.8 2.7 3.3 6.5 5.5 2.5 1.6 1.6 2.2 2.9 3.3 2.7 2.7 2.3 1.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.1 1.2 1.1 1.2 1.4 1.5 1.6 1.6 1.6 1.8 1.9 2.0 2.1 2.2 2.5 2.5 2.6 2.5 3.1 5.9 12.8 5.2 2.1 1.2 1.2 1.8 2.6 3.0 2.9 3.3 2.8 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.9 1.0 1.0 1.1 1.3 1.3 1.5 1.6 1.8 1.9 1.8 2.0 2.0 1.9 1.9 2.0 2.4 3.9 6.4 8.8 11.1 11.9 14.0 4.9 2.1 1.3 1.2 1.6 2.2 2.5 2.9 3.4 2.4 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.6 0.6 0.8 1.0 1.1 1.4 2.0 2.4 2.3 2.0 1.7 1.6 1.5 1.5 1.5 1.8 2.4 3.2 4.2 5.2 6.0 6.7 5.7 3.5 2.1 1.5 1.5 1.7 2.1 2.0 2.5 3.1 1.8 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.2 0.4 0.7 1.1 1.8 2.1 2.4 2.4 1.7 1.3 1.2 1.2 1.1 1.3 1.6 2.0 2.4 2.8 3.1 3.3 2.9 2.4 1.8 1.5 1.7 1.8 2.0 1.6 1.9 2.3 1.4 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 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.0 1.3 1.1 1.0 0.9 0.9 0.8 0.9 1.2 1.4 1.9 2.5 2.8 2.7 2.1 1.7 1.5 1.5 1.7 1.7 1.6 1.4 1.4 1.4 0.7 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 0.1 0.1 0.1 0.3 0.3 0.4 0.3 0.4 0.7 0.9 1.5 2.2 2.4 2.7 2.2 1.5 1.2 1.3 1.5 1.4 1.4 1.2 1.1 0.9 0.4 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.3 1.4 1.1 1.0 1.1 1.2 1.1 1.1 1.0 0.9 0.7 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.3 0.3 0.6 0.8 0.7 0.7 0.7 0.6 0.5 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 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 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 0.0 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 0.0 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 0.0 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 SSSSSSSSWWWWWWW W W W W W W W W W SSSS S S S S S S SS SS SS W W W VANSTOP STOP 1 2 3 4 5 MAVERIK GAS STATION BUILDING ENTRANCE SOUTHWEST FRONTAGE ROADTRASH ENCLOSURE PATIO EXISTING STORMWATER OUTFALL EXISTING STORMWATER OUTFALLFUEL PUMPS UNDER CANOPY FUEL PUMPS UNDER CANOPY MAIN ENTRANCEPROPERTY LINEPROPE R T Y LINE PROPERTY LIN E DO NOT DISTURB AND/OR REMOVE OFFSITE TREES DURING CONSTRUCTION DO NOT DISTURB AND/OR REMOVE OFFSITE TREES DURING CONSTRUCTION SAND FILTER SAND FILTER SAND FILTER SAND FILTER PROPERTY LINE /I-25 R.O.W.DO NOT DISTURB AND/OR REMOVE OFFSITE IRRIGATION, TREES OR SHRUBS DURING CONSTRUCTION. 30'-0" EMERGENCY ACCESS EASEMENT I-25 EXIT RAMP I-25 SOUTH BOUND LANES EXISTING LANDSCAPE PLANTINGS DETENTION POND DO NOT DISTURB AND/OR REMOVE OFFSITE IRRIGATION, TREES OR SHRUBS DURING CONSTRUCTION. DO NOT DISTURB AND/OR REMOVE OFFSITE IRRIGATION, TREES OR SHRUBS DURING CONSTRUCTION. 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. 7. 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) ABOVE. 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: TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 9. ALL 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. TREE MITIGATION CHART TREE SPECIES DIAMETER CONDITION ACTION MITI. TREES REQ'D NOTES 1 LANCELEAF COTTONWOOD 4" FAIR - PROTECT 1 2 LANCELEAF COTTONWOOD 4" FAIR - PROTECT 1 3 LANCELEAF COTTONWOOD 4" FAIR - PROTECT 1 4 LANCELEAF COTTOWNOOD 4" FAIR - PROTECT 1 5 PLAINS COTTONWOOD 4" DEAD REMOVE 0 TOTAL MITIGATION TREES REQUIRED: 0 TOTAL MITIGATION TREES PROVIDED: 0 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 MITIGATION LEGEND: PROTECT EXISTING TREE REMOVE EXISTING TREE 0 15'30'30'60'N O R T H 9 LANDSCAPETREEPROTECTIONPLAN PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description 2021-04-26Plot Date: File Location:/Users/rms/Russell + Mills Dropbox/rms/Projects/2019/2019 Maverik Fuel Station/Cad/Sheet/TR101.dwg OF 13 1331 17TH STREET SUITE 605 DENVER, COLORADO 80202 PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. April 28, 2021 19-122-0006 LANDSCAPE LEGEND: EASEMENT PROPERTY LINE EXISTING TREE RIVER ROCK SIZE: 1-2" DIAMETER DEPTH: 3" OVER DEWITT PRO 5 WEED FABRICLANDSCAPE SCHEDULE QUANTITY SYMBOL BOTANIC NAME COMMON NAME SIZE HEIGHT SPREAD PERCENTAGE DECIDUOUS TREES 7 CELTIS OCCINDENTALIS HACKBERRY 2" CAL./B&B 40-60' 40-60' 13.2% 6 CATALPA SPECIOSA NORTHERN CATALPA 2" CAL./B&B 50-60' 30-40' 11.3% 5 GYMNOCLADUS DIOICA ESPRESSO KENTUCKY 2" CAL./B&B 50-60' 30-35' 9.4% 'ESPRESSO' COFFEETREE 5 QUERCUS MUEHLENBERGII CHINKAPIN OAK 2" CAL./B&B 40-50' 40-50' 9.4% 7 GLEDITSIA TRIACANTHOS THORNLESS HONEYLOCUST 2" CAL./B&B 40-50' 35-45' 13.2% INERMIS ORNAMENTAL TREES 5 ACER TATARICUM 'HOT WINGS' HOT WINGS TATARIAN MAPLE 1.5" CAL. 15-20' 12-15' 9.4% EVERGREEN TREES 4 JUNIPERUS SCOPULORUM SKYROCKET JUNIPER 6' HT. 15-20' 3-4' 7.5% 'SKYROCKET' 6 JUNIPERUS SCOPULORUM WOODWARD COLUMNAR 6' HT. 15-20' 4' 11.3% 'WOODWARD' JUNIPER 6 PINUS EDULIS PINYON PINE 6' HT. 12-20' 12-15' 11.3% 2 PINUS FLEXILIS VANDERWOLF'S LIMBER PINE 6' HT. 20-25' 10-15' 3.8% 'VANDERWOLF'S PYRAMID' DECIDUOUS SHRUBS 30 ATRIPLEX CANESCENS FOURWING SALTBUSH 5 GAL. 3-6' 4-8' 37 CEROCARPUS INTRICATUS LITTLE LEAF MOUNTAIN MAHOGANY 5 GAL. 3-5' 3-5' 24 CHRYSOTHAMNUS NAUSEOSUS DWARF BLUE RABBITBRUSH 5 GAL. 2-3' 2-3' 50 CHRYSOTHAMNUS NAUSEOSUS TALL GREEN RABBITBRUSH 5 GAL. 4-6' 6' 'GRAVEOLENS' 9 CORNUS SERICEA 'ISANTI' ISANTI DOGWOOD 5 GAL. 4-5' 4-7' 27 CYTISUS PURGANS SPANISH GOLD BROOM 5 GAL. 3-4' 5-6' 10 PRUNUS AMERICANA AMERICAN PLUM 5 GAL. 8-10' 8-10' 38 PRUNUS BESSEYI PAWNEE BUTTES WESTERN 5 GAL. 1-2' 5-6' 'PAWNEE BUTTES' SAND CHERRY 23 RIBES AUREUM GWEN'S BUFFALO CURRANT 5 GAL. 5-6' 5-6' 'GWEN'S BUFFALO' ORNAMENTAL GRASSES 68 SPOROBOLUS HETEROLEPIS PRAIRIE DROP SEED 1 GAL. 1.5-2' 18-24" DETENTION BASIN SEED MIX (Drill rate: 14.54 lbs/ac, Broadcast rate: 29.08 lbs/ac) COMMON NAME SCIENTIFIC NAME PLS/AC PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 WHITE PRAIRIE CLOVER DALEA CANDIDA 0.65 PURPLE PRAIRIE CLOVER DALEA PURPUREA 0.81 INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 FRINGED SAGE ARTEMESIA FRIGIDA 0.47 INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 SIDEOATS GRAMA BOUTELOUA CURTIPENDULA 1.15 BUFFALOGRASS BOUTELOUA DACTYLOIDES 3.27 BLUE GRAMA BOUTELOUA GRACILIS 0.25 INLAND SALTGRASS DISTICHLIS STRICTA 0.35 BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 0.95 STREAMBANK WHEATGRASS ELYMUS LANCEOLATUS SSP. 1.36 PRAIRIE JUNEGRASS KOELERIA MACRANTHA 0.08 WESTERN WHEATGRASS PASCOPYRUM SMITHII 1.61 LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 0.7 UPLAND SEED MIX (Drill rate: 13.58 lbs/ac, Broadcast: 27.16 lbs/ac) COMMON NAME SCIENTIFIC NAME PLS/AC PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 PURPLE PRAIRIE CLOVER DALEA PURPUREA 0.81 INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 ROCKY MTN. PENSTEMON PENSTEMON STRICTUS 0.35 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 SIDEOATS GRAMA BOUTELOUA CURTIPENDULA 1.15 BUFFALOGRASS BOUTELOUA DACTYLOIDES 3.27 BLUE GRAMA BOUTELOUA GRACILIS 0.25 BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 0.95 PRAIRIE JUNEGRASS KOELERIA MACRANTHA 0.08 GREEN NEEDLEGRASS NASSELLA VIRIDULA 1.01 SWITCHGRASS PANICUM VIRGATUM 0.71 WESTERN WHEAT PASCOPYRUM SMITHII 1.61 SAND DROPSEED SPOOBOLUS CRYPTANDRUS 0.04 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 THOROUGHLY 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. 14. ALL TREES ALONG EAE TO BE LIMBED AND MAINTAINED AT 14'-0" HEIGHT FOR PFA ACCESS. 15. CITY OF FORT COLLINS PARKS DEPT. HAS ACTIVE IRRIGATION IN IN AREAS THAT MIGHT ENCROACH THE PROPERTY LINE OF THIS DEVELOPMENT. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DESTROYED, OR MOVED SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST, JILL WUERTZ, 970 416 2062, 413 S. BRYAN AVE, FORT COLLINS, CO 80521 REGARDING THE PARKS’ DEPARTMENT’S INTEREST. NATIVE SEED MIX NOTES: 1. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. 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 1/2 INCH DEPTH. 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. TREAT NATIVE SEED MIX AREA PRIOR TO INSTALLATION OF SEED WITH APPROPRIATE HERBICIDE TO PROACTIVELY MITIGATE HERBACEOUS WEED SPECIES GROWTH DURING ESTABLISHMENT PERIOD THEN AFTER APPROPRIATE TIME PERIOD APPLY NATIVE SEED AS CALLED FOR ON APPROVED PLANS. 6. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW OR OTHER APPROPRIATE METHODS AND PROVIDED TEMPORARY IRRIGATION UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 8. 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. 9. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT TOTAL COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES. 10. PROVIDE TEMPORARY IRRIGATION TO NEWLY SEEDED AREAS. SOIL AMENDMENT: 1. SOD AREAS: 4 C.Y. PER 1,000 S.F. OF COMPOST TILLED INTO 4" OF EXISTING SOIL. APPLY DIAMONIUM PHOSPHATE (18-46-0) AT ONE HUNDRED (100) POUNDS NITROGEN PER ACRE. SHRUB AND PLANTING BEDS - 4" OF COMPOST TILLED INTO 6" OF EXISTING SOIL. 2. ACCEPTABLE PRODUCT: CLASS I COMPOST. COMPOSTED MATERIAL SHALL CONSIST OF AGED ORGANIC MATTER, FREE OF WEED OR OTHER NOXIOUS PLANT SEEDS, LUMPS, STONES, OR OTHER FOREIGN CONTAMINANTS HARMFUL TO PLANT LIFE, AND HAVING THE FOLLOWING CHARACTERISTICS BASED ON A NUTRIENT TEST PERFORMED NO LONGER THAN 3 MONTHS PRIOR TO ITS INCORPORATION INTO THE PROJECT: A. ORGANIC MATTER: 25% MINIMUM. B. SALT CONTENT: 5.0 MMHOS/CM MAXIMUM C. PH: 7.5 MAXIMUM. D. CARBON TO NITROGEN RATIO OF 10:1 TO 20:1 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. 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. WATER BUDGET CHART* HYDROZONE AREA(S.F.) WATER NEED ANNUAL WATER USE HIGH 0 S.F. 18 GAL./SF 0 GAL. MODERATE 2,304 S.F. 10 GAL./SF 23,040 GAL. LOW 31,859 S.F. 3 GAL./SF 95,577 GAL. TOTAL WATER USE = 118,617 GAL. TOTAL LANDSCAPE AREA = 34,163 S.F. GALLONS PER S.F. = 3.47 GAL./S.F. *BREAKDOWN OF AREAS: MODERATE = HALF OF SHRUB BEDS LOW = NATIVE SEED + HALF OF SHRUB BED 2 4 3 BOULDER SCHEDULE SYM SIZE (LXWXH) QTY 4'X2'X2' 8 4'X2'X2' 6 6'X2'X2' 8 8'X2.5X2 5 1 PARKING LOT INTERIOR LANDSCAPE REQUIRED FOR PARKING LOT LESS THAN 100 SPACES = 6% PARKING LOT AREA = 25,130 SF REQUIRED LANDSCAPE AREA = 1,507 SF PROVIDED LANDSCAPE AREA = 1,930 SF 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. I-25 BUFFER LANDSCAPE 1 TREE AND 10 SHRUBS REQUIRED FOR EVERY 25' LF TOTAL BUFFER LENGTH = 340' LF REQUIRED TREES = 14 REQUIRED SHRUBS = 132 PROVIDED TREES = 11 EXISTING + 12 PROPOSED = 23 PROVIDED SHRUBS = 42 SHRUBS + 90 (10:1 CONVERSION FOR EXTRAS TREES) = 132 10 LANDSCAPESCHEDULEANDNOTES PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description 2021-04-26Plot Date: File Location:/Users/rms/Russell + Mills Dropbox/rms/Projects/2019/2019 Maverik Fuel Station/Cad/Sheet/LP100.dwg OF 13 1331 17TH STREET SUITE 605 DENVER, COLORADO 80202 PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. April 28, 2021 19-122-0006 SSSSSSSSWWWWWWW W W W W W W W W SS SS SS SS SS SS SS SS W W W W VANSTOP STOP 10'-0" UTILITY EASEMENT MAVERIK GAS STATION BUILDING ENTRANCE SOUTHWEST FRONTAGE ROADTRASH ENCLOSURE PATIO EXISTING STORMWATER OUTFALL EXISTING STORMWATER OUTFALL 54'-0"INTERIOR PARKING AREA 3,320 SF INTERIOR PARKING AREA 21,810 SF FUEL PUMPS UNDER CANOPY FUEL PUMPS UNDER CANOPY MAIN ENTRANCEPROPERTY LINEPROPERTY LINE PROPERTY LIN E 23134312121343121341344213 216'-6" 12'-2" 11'-2" 28'-3" 12'-1" 15'-3" 23'-1"11'-5" 10'-0" UTILITY EASEMENT SAND FILTER SAND FILTER SAND FILTER SAND FILTER 108'-4" 121'-7" 137'-2" 131'-11"PROPERTY LINE /I-25 R.O.W.340'-0"5'-7" DO NOT DISTURB AND/OR REMOVE OFFSITE IRRIGATION, TREES OR SHRUBS DURING CONSTRUCTION. 30'-0" EMERGENCY ACCESS EASEMENT I-25 EXIT RAMP EXISTING LANDSCAPE PLANTINGS TYP.PLANTING WITHIN TREE GRATE DECIDUOUS STREET TREE LP501 A PLANTING IN GRATEDECIDUOUS TREE LP501 B 30'-0" DETENTION POND 6'-0" 6'-4" typ. 6'-8" DO NOT DISTURB AND/OR REMOVE OFFSITE IRRIGATION, TREES OR SHRUBS DURING CONSTRUCTION. DO NOT DISTURB AND/OR REMOVE OFFSITE IRRIGATION, TREES OR SHRUBS DURING CONSTRUCTION. 11'-3" 10'-0" 10'-0" UTILITY EASEMENT LANDSCAPE SCHEDULE QUANTITY SYMBOL BOTANIC NAME COMMON NAME SIZE HEIGHT SPREAD PERCENTAGE DECIDUOUS TREES 7 CELTIS OCCINDENTALIS HACKBERRY 2" CAL./B&B 40-60' 40-60' 13.2% 6 CATALPA SPECIOSA NORTHERN CATALPA 2" CAL./B&B 50-60' 30-40' 11.3% 5 GYMNOCLADUS DIOICA ESPRESSO KENTUCKY 2" CAL./B&B 50-60' 30-35' 9.4% 'ESPRESSO'COFFEETREE 5 QUERCUS MUEHLENBERGII CHINKAPIN OAK 2" CAL./B&B 40-50' 40-50' 9.4% 7 GLEDITSIA TRIACANTHOS THORNLESS HONEYLOCUST 2" CAL./B&B 40-50' 35-45' 13.2% INERMIS ORNAMENTAL TREES 5 ACER TATARICUM 'HOT WINGS' HOT WINGS TATARIAN MAPLE 1.5" CAL. 15-20' 12-15' 9.4% EVERGREEN TREES 4 JUNIPERUS SCOPULORUM SKYROCKET JUNIPER 6' HT. 15-20' 3-4' 7.5% 'SKYROCKET' 6 JUNIPERUS SCOPULORUM WOODWARD COLUMNAR 6' HT. 15-20' 4' 11.3% 'WOODWARD' JUNIPER 6 PINUS EDULIS PINYON PINE 6' HT. 12-20' 12-15' 11.3% 2 PINUS FLEXILIS VANDERWOLF'S LIMBER PINE 6' HT. 20-25' 10-15' 3.8% 'VANDERWOLF'S PYRAMID' DECIDUOUS SHRUBS 30 ATRIPLEX CANESCENS FOURWING SALTBUSH 5 GAL. 3-6' 4-8' 37 CEROCARPUS INTRICATUS LITTLE LEAF MOUNTAIN MAHOGANY 5 GAL. 3-5' 3-5' 24 CHRYSOTHAMNUS NAUSEOSUS DWARF BLUE RABBITBRUSH 5 GAL. 2-3' 2-3' 50 CHRYSOTHAMNUS NAUSEOSUS TALL GREEN RABBITBRUSH 5 GAL. 4-6' 6' 'GRAVEOLENS' 9 CORNUS SERICEA 'ISANTI' ISANTI DOGWOOD 5 GAL. 4-5' 4-7' 27 CYTISUS PURGANS SPANISH GOLD BROOM 5 GAL. 3-4' 5-6' 10 PRUNUS AMERICANA AMERICAN PLUM 5 GAL. 8-10' 8-10' 38 PRUNUS BESSEYI PAWNEE BUTTES WESTERN 5 GAL. 1-2' 5-6' 'PAWNEE BUTTES' SAND CHERRY 23 RIBES AUREUM GWEN'S BUFFALO CURRANT 5 GAL. 5-6' 5-6' 'GWEN'S BUFFALO' ORNAMENTAL GRASSES 68 SPOROBOLUS HETEROLEPIS PRAIRIE DROP SEED 1 GAL. 1.5-2' 18-24" DETENTION BASIN SEED MIX (Drill rate: 14.54 lbs/ac, Broadcast rate: 29.08 lbs/ac) COMMON NAME SCIENTIFIC NAME PLS/AC PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 WHITE PRAIRIE CLOVER DALEA CANDIDA 0.65 PURPLE PRAIRIE CLOVER DALEA PURPUREA 0.81 INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 FRINGED SAGE ARTEMESIA FRIGIDA 0.47 INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 SIDEOATS GRAMA BOUTELOUA CURTIPENDULA 1.15 BUFFALOGRASS BOUTELOUA DACTYLOIDES 3.27 BLUE GRAMA BOUTELOUA GRACILIS 0.25 INLAND SALTGRASS DISTICHLIS STRICTA 0.35 BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 0.95 STREAMBANK WHEATGRASS ELYMUS LANCEOLATUS SSP. 1.36 PRAIRIE JUNEGRASS KOELERIA MACRANTHA 0.08 WESTERN WHEATGRASS PASCOPYRUM SMITHII 1.61 LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 0.7 UPLAND SEED MIX (Drill rate: 13.58 lbs/ac, Broadcast: 27.16 lbs/ac) COMMON NAME SCIENTIFIC NAME PLS/AC PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 PURPLE PRAIRIE CLOVER DALEA PURPUREA 0.81 INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 ROCKY MTN. PENSTEMON PENSTEMON STRICTUS 0.35 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 SIDEOATS GRAMA BOUTELOUA CURTIPENDULA 1.15 BUFFALOGRASS BOUTELOUA DACTYLOIDES 3.27 BLUE GRAMA BOUTELOUA GRACILIS 0.25 BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 0.95 PRAIRIE JUNEGRASS KOELERIA MACRANTHA 0.08 GREEN NEEDLEGRASS NASSELLA VIRIDULA 1.01 SWITCHGRASS PANICUM VIRGATUM 0.71 WESTERN WHEAT PASCOPYRUM SMITHII 1.61 SAND DROPSEED SPOOBOLUS CRYPTANDRUS 0.04 WATER BUDGET CHART* HYDROZONE AREA(S.F.) WATER NEED ANNUAL WATER USE HIGH 0 S.F. 18 GAL./SF 0 GAL. MODERATE 2,304 S.F. 10 GAL./SF 23,040 GAL. LOW 31,859 S.F. 3 GAL./SF 95,577 GAL. TOTAL WATER USE = 118,617 GAL. TOTAL LANDSCAPE AREA = 34,163 S.F. GALLONS PER S.F. = 3.47 GAL./S.F. *BREAKDOWN OF AREAS: MODERATE = HALF OF SHRUB BEDS LOW = NATIVE SEED + HALF OF SHRUB BED PARKING LOT INTERIOR LANDSCAPE REQUIRED FOR PARKING LOT LESS THAN 100 SPACES = 6% PARKING LOT AREA = 25,130 SF REQUIRED LANDSCAPE AREA = 1,507 SF PROVIDED LANDSCAPE AREA = 1,930 SF 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. I-25 BUFFER LANDSCAPE 1 TREE AND 10 SHRUBS REQUIRED FOR EVERY 25' LF TOTAL BUFFER LENGTH = 340' LF REQUIRED TREES = 14 REQUIRED SHRUBS = 132 PROVIDED TREES = 11 EXISTING + 12 PROPOSED = 23 PROVIDED SHRUBS = 42 SHRUBS + 90 (10:1 CONVERSION FOR EXTRAS TREES) = 132 0 15'30'30'60'N O R T H 11 LANDSCAPEPLAN PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description 2021-04-26Plot Date: File Location:/Users/rms/Russell + Mills Dropbox/rms/Projects/2019/2019 Maverik Fuel Station/Cad/Sheet/LP101.dwg OF 13 1331 17TH STREET SUITE 605 DENVER, COLORADO 80202 PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. April 28, 2021 19-122-0006 A B C D E F G 12 LANDSCAPEDETAILS PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description 2021-04-26Plot Date: File Location:/Users/rms/Russell + Mills Dropbox/rms/Projects/2019/2019 Maverik Fuel Station/Cad/Sheet/LP501.dwg OF 13 1331 17TH STREET SUITE 605 DENVER, COLORADO 80202 PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. April 28, 2021 19-122-0006 VANSTOP STOP COVER SHEET 1 FINAL UTILITY PLANS FOR MAVERIK INC. STORE LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND SUBDIVISION FILE NO. 12-S3124 A PORTION OF THE SW 1 4 OF SECTION 15, T6N, R68W, OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF C OLORADO MARCH, 2021 VICINITY MAP All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 GENERAL NOTES 2 ’ “” – – ’ ’ ’ ’ “” – – “” “”“” PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 GENERAL NOTES 3 ’ “” ’ ’ ’ “” PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDVANS TOP STOP SDSITE PLAN 4 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS S S SS S S SS W W W SDSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS S S SS S S SS W W W EXISTING SITE SURVEY 5 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSSSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS S S SS S S SS S S SS SS W W W W W SDSSSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS S S SS S S SS S S SS SS W W W W W DEMOLITION PLAN 6 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDWWWWWWW W W WWW W W W W W W W W W W VANS TOP STOP SDWWWWWWW W W WWW W W W W W W W W W W HORIZONTAL CONTROL PLAN 7 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDVANS TOP STOP SDSITE EASEMENT PLAN 8 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SD SSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS SS W VANS TOP STOP SD SSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS SS W B B BBOVERALL GRADING PLAN 9 N.T.S. PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDVANSDB B DETAILED GRADING PLAN 10 N.T.S. PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 POND GRADING DETAIL 12 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSSSSSSSSSSSSSSWWWWWWWWWW W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W WWVANSTOP STOP SDSSSSSSSSSSSSSSWWWWWWWWWW W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W WWBBDETAILED GRADING PLAN 11 N.T.S. PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSSSSSS SS SS SS VANS TOP S TOP SDSSSSSS SS SS SS HARDSCAPE PLAN 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSSSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS SS SS SS W W W W VANS TOP STOP SDSSSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS SS SS SS W W W W OVERALL UTILITY PLAN 14 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSSSSWWWWWWW W W WW W W W W W W SSSSSS SS SS SS SS VANSTOP STOP SDSSSSWWWWWWW W W WW W W W W W W SSSSSS SS SS SS SS STORM SEWER DRAINAGE PLAN 15 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 VANSTORM DRAIN PROFILE H-SCALE: 1"=20' V-SCALE: 1"=4' 16 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 H-SCALE: 1"=20' V-SCALE: 1"=4' SDSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS SS W VANSTOP STOP SDSSSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS SS W 5 2 3 4 6 1 0.871.00 E 1.28 0.85 1.00 B 0.38 0.951.00 A 0.11 0.70 0.87 D 0.40 0.92 1.00 C 0.29 0.29 0.36 F 0.37 DRAINAGE PLAN 17 1 0.400.14 A 1.41 A PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 4870 4875 4880 4885 4890 4895 4900 4905 4910 4870 4875 4880 4885 4890 4895 4900 4905 4910 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 SD SSSSSSSSSSWW WWWWW W W W W W WWW W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W VANST O P ST O P SD SSSSSSSSSSWW WWWWW W W W W W WWW W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W BBB B FRONTAGE ROAD PLAN AND PROFILEATTACHED WALK PLAN VIEW 4'X6' TREE GRATE DETAIL (TYP.) SCALE: 1"-10' 18 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006RD ATTACHED WLK EXH.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 FRONTAGE RD FL 12+00 START STA: 0+00.00, END STA: 1+50.00 4870 4875 4880 4885 4890 4895 4900 4870 4875 4880 4885 4890 4895 4900 0+00 0+50 1+00 1+50 FRONTAGE RD FL 13+00 START STA: 0+00.00, END STA: 1+50.00 4870 4875 4880 4885 4890 4895 4900 4870 4875 4880 4885 4890 4895 4900 0+00 0+50 1+00 1+50 FRONTAGE RD FL 14+00 START STA: 0+00.00, END STA: 1+50.00 4870 4875 4880 4885 4890 4895 4900 4870 4875 4880 4885 4890 4895 4900 0+00 0+50 1+00 1+50 FRONTAGE RD FL 15+00 START STA: 0+00.00, END STA: 1+50.00 4860 4865 4870 4875 4880 4885 4890 4860 4865 4870 4875 4880 4885 4890 0+00 0+50 1+00 1+50 FRONTAGE RD FL 16+00 START STA: 0+00.00, END STA: 1+50.00 4860 4865 4870 4875 4880 4885 4890 4860 4865 4870 4875 4880 4885 4890 0+00 0+50 1+00 1+50 FRONTAGE RD FL 16+42.22 START STA: 0+00.00, END STA: 1+50.00 4860 4865 4870 4875 4880 4885 4890 4860 4865 4870 4875 4880 4885 4890 0+00 0+50 1+00 1+50 FRONTAGE RD FL 10+94.76 START STA: 0+00.00, END STA: 1+50.00 4875 4880 4885 4890 4895 4900 4905 4875 4880 4885 4890 4895 4900 4905 0+00 0+50 1+00 1+50 FRONTAGE ROAD CROSS SECTIONS 19 N.T.S. PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006RD ATTACHED WLK EXH.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDINITIAL EROSION CONTROL PLAN 20 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSDINTERIM EROSION CONTROL PLAN 21 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSDFINAL EROSION CONTROL PLAN 22 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 EROSION CONTROL DETAILS 23 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 EROSION CONTROL PLAN 24 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 SDSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS VANS TOP STOP SDSSSSWWWWWWW W W WWW W W W W W W SSSSSSSS SS SS SS SS FIRE ACCESS PLAN 25 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 TRASH ENCLOSURE DETAILS 26 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 FI R E L A N E - N O P A R K I N G FIRE NO PARKING LANE DETAILS 27 13 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 DETAILS 28 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 DETAILS 29 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 DETAILS 30 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 DETAILS 31 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 DETAILS 32 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 C SAND FILTER "A" FOREBAY PLAN SECTION C SECTION B BBA SECTION A AASAND FILTER "B" FOREBAY PLAN SAND FILTER "C" FOREBAY PLAN SAND FILTER FOREBAY DETAILS 33 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 CONCRETE SPILL CONTAINMENT VAULT DETAILS 34 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 DETAILS 35 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36 DETAILS 36 PROJECT NUMBER ISSUE DATE: REVISIONS:MAVERIK INC. STOREI-25 & E. COUNTY RD. 32 / HIGHWAY 392FORT COLLINS, CONo. Date Description NOTE: Conflicting information or errors found inthe construction documents should bebrought to the attention of the architectimmediatly. In the event of a conflict in thedrawings, bidder should not assume theleast expensive option will meet theproject requirements. Bid documents should not be separatedor issued as partial sets tosubcontractors. Bidders are responsiblefor all portions of the documents thatpertain to work covered by sub-bids.Bidder assumes full responsibility forerror or misinterpretations resultingfrom partial sets of Bidding Documentsby itself or any sub-bidder.2021-04-28Plot Date: File Location:O:\1200-Denver\DCI-Civil\Projects\2019\19-122-0006-MAVERIK-FORT COLLINS-CO\19-122-0006FDP.dwg OF 1331 17TH STREET SUITE 605DENVER, COLORADO 80202PHONE: (720) 439-4700 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL 04/2021© This document, and the ideas and designs may not be reused, in whole orin part, without written permission from D'Amato Conversano Inc.D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. MARCH 10, 2021 19-122-0006 36