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HomeMy WebLinkAboutCDOT PORT OF ENTRY SITE PLAN ADVISORY REVIEW - SPA200003 - - PLANS (3)THE CONSTRUCTION OF A NEW PORT OF ENTRY FACILITY ON I-25. THE PROJECT IS TO INCLUDE 2 WEIGH STATIONS WITH BUILDINGS ON NORTH AND SOUTH BOUND SIDES OF THE INTERSTATE. BUILDINGS WILL BE USED AS OPERATION CENTERS FOR WEIGHING OPERATIONS AS WELL AS PERMIT ISSUING PURPOSES. CODE ANALYSIS APPLICABLE CODES MINIMUM STANDARD CODES : 2018 INTERNATIONAL BUILDING CODE (IBC)* 2018 INTERNATIONAL ENERGY CODE (IECC)* 2018 INTERNATIONAL MECHANICAL CODE (IMC)* 2018 INTERNATIONAL FUEL AND GAS CODE (IFGC)* 2018 INTERNATIONAL PLUMBING CODE (IPC)* 2020 NATIONAL ELECTRIC CODE (NEC) *ADOPTED WITH LOCAL AMENDMENTS OCCUPANCY CLASSIFICATION AND TYPE (IBC) CONSTRUCTION TYPE: V-B OCCUPANCY: B FIRE SPRINKLERS: NON-SPRINKLERED BUILDING DATA FLOOR AREA: TOTAL ALLOWABLE AREA: 9,000/ 1 STORY SF TOTAL ACTUAL AREA: 1,537 SF THEREFORE COMPLIANT NUMBER OF FLOORS: 1 HEIGHT OF BUILDING: 19'-9" OVERALL PROJECT DESCRIPTION APPROVALS PLANNING APPROVAL CERTIFICATES OWNER APPROVAL CERTIFICATES Copyright © 2020. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. © 2020 RS&H, INC. AEC PROJECT NUMBER 12/9/2020 11:08:27 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvt1248120007 CDOT NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 SPAR SUBMITTAL PACKAGE 12/09/2020 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com N SCALE: 1" = 160'-0" Vicintiy Map PROJECT LOCATION PLANNING SHEET INDEX SHEET NUMBER SHEET NAME CIVIL C-1 SITE AND LANDSCAPE PLAN - OVERALL C-2 SITE AND LANDSCAPE PLAN - NB DETAIL C-3 SITE AND LANDSCAPE PLAN - SB DETAIL ARCHITECTURE A-1 FIRST FLOOR PLAN A-2 ROOF PLAN A-3 BUILDING ELEVATIONS A-4 BUILDING ELEVATIONS A-5 DOOR AND WINDOW SCHEDULES AND TYPES A-6 3D RENDERINGS A-7 DUMPSTER ENCLOSURE SITE PLAN NOTES Key Name Name 1 REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2 REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 3 THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 4 ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES 5 ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6 [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP]. 7 [IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR STANDARDS AS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE. 8 [IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY HOMES SHALL BE REQUIRED. THESE HOUSING MODELS SHALL MEET OR EXCEED THE STANDARDS AS OUTLINED IN 3.5.2(C) OF THE LAND USE CODE 9 ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 10 SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 11 FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 12 ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 13 ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 14 COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 15 DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 16 THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 17 PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 18 ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 19 FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 20 PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. N.T.S. NEIGHBORHOOD CONTEXT IMAGE N SCALE: 12" = 1'-0" I-25 CORRIDOR MAP N 993'-2" 466'-6 1/4" I-25 NO R T H B O U N D I-25 SO U T H B O U N D PORT OF ENTRY NORTH BOUND PORT OF ENTRY SOUTH BOUND T W T HCL NB POE CIVIL WORK (THIS PACKAGE) APPROX LIMITS OF NB POE CIVIL WORK (THIS PACKAGE) APPROX LIMITS OF SB POE HCL SB I-25 HCL NB I-25 ARCHERY RANGE ENTRANCE CITY OF FORT COLLINS ROW POE EMPLOYEE PARKING ROW POE EMPLOYEE PARKING SEE SB DETAIL SITE PLAN SEE NB DETAIL SITE PLAN ROW 945+00 910+00 950+00 915+00 920+00 955+00 T M NB I-25 SB I-25 100'0'50' EAST FRONTAGE ROAD WEST FRONTAGE ROAD HCL SB POE 6965+00 3965+00 COVERED INSPECTION STRUCTURE 3975+00 6975+00 PORT OF ENTRY SB ON-RAMP PORT OF ENTRY SB OFF -RAMP PORT OF ENTRY NB OFF-RAMP PORT OF ENTRY NB ON-RAMP SINGLE STORY, GROSS FLOOR AREA=1537 SF PROPOSED USE: TRUCK WEIGHING AND INSPECTION SB POE BUILDING CITY OF FORT COLLINS PROPERTY OWNER: SINGLE STORY, GROSS FLOOR AREA=1537 SF PROPOSED USE: TRUCK WEIGHING AND INSPECTION NB POE BUILDING MMV PROPERTY HOLDINGS LLC PROPERTY OWNER: 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_005-Site-Plan-Sheet-S5M-POE-SPAR.dgn WhittB12/9/202010:44:08 AMSite LayoutDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\SPAR\21506DES_005-Site-Plan-Sheet-S5M-POE-SPAR.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets: M. Talvitie PORT OF ENTRY OVERALL SITE PLAN B. WHITT ANTIOCHIAN ORTHODOX CHRISTIAN CHURCH ST. JAMES BROTHER OF THE LORD PROPERTY OWNER: SITE PLAN 1 of 3 SITE AND LANDSCAPE PLAN - OVERALL C-1 4895 1 SEE ITS PLANS HCL NB POE SEE LIGHTING PLANS 4 33 FLAG POLES - RELOCATE FROM EXISTING SITE 2 2 7 8 6 LIMITS OF CIVIL CONSTUCTION LIMITS OF CIVIL CONSTUCTION RELOCATE INTERNAL COMPONENTS FROM EXISTING SITE STATIC SCALE (SEE SCALE PIT DETAILS) SEE LIGHTING PLANS (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 CE 4" WHITE STRIPE(TYP) 11 11 9 POE PACKAGE CONSTRUCT HMA AND CHANNEL IN GUARDRAIL CONSTRUCTED IN SEG 5 10 ENTRANCE VISITOR STAIR ENTRANCE VISITOR RAMP ROOF OVERHANG (TYP) EMPLOYEE STAIR ENTRANCE 1 ADA 8 STANDARD PARKING SPOTS SEPTIC SYSTEM SANITARY OUTFALL (SEE WATERLINE PLANS) BUILDING WATER SUPPLY LINE 4897 4897 4898 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 914+00 915+00 916+00 EAST FRONTAGE RD NB POE BUILDING VARIES0.00%2.00%2.00%~(TYP)~NB POE BYPASS LANES NB POE SCALE LANE 9' R7-8 TYPE 2TYPE 2 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets: Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20.0001 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE-SPAR.dgn WhittB12/9/202010:44:13 AMNB POE Sheet 2DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\SPAR\21506DES_009-Civil-Plan-Sheets-S5M-POE-SPAR.dgnNumber Sheet M. Talvitie PORT OF ENTRY NB DETAIL SITE PLAN 18'VARIES2 of 3SITE PLAN B. WHITT SITE AND LANDSCAPE PLAN NB DETAIL C-2 48951 HCL SB POE SEE ITS PLANS SEE LIGHTING PLANS FLAG POLES - RELOCATE FROM EXISTING SITE 3 4 2 2 6 7 7 8 7 LIMITS OF CIVIL CONSTRUCTION LIMITS OF CIVIL CONSTRUCTION 4" WHITE STRIPE(TYP) FROM EXISTING SITE RELOCATE INTERNAL COMPONENTS (SEE SCALE PIT DETAILS) STATIC SCALE (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 CE 9 (SEE WATER PLANS) BUILDING WATER SUPPLY LINE 11 11 1 ADA 8 STANDARD PARKING SPOTS: ENTRANCE VISITOR STAIR ENTRANCE VISITOR RAMP ROOF OVERHANG (TYP) SANITARY OUTFALL SEPTIC SYSTEM EMPLOYEE STAIR ENTRANCE 10 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 6975+00950+00 951+00 48964896WEST FRONTAGE RD VARIES0.00%SB POE BUILDINGVARIES ~~~(TYP)~2.00%SB POE BYPASS LANES SB POE SCALE LANE 9' R7-8 TYPE 1 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20.0002 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE-SPAR.dgn WhittB12/9/202010:44:14 AMSB POE Sheet 2DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\SPAR\21506DES_009-Civil-Plan-Sheets-S5M-POE-SPAR.dgnNumber Sheet PORT OF ENTRY SB DETAIL SITE PLAN Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets: M. Talvitie18'3 of 3 B. WHITT SITE PLAN SITE AND LANDSCAPE PLAN SB DETAIL C-3 DN REF.DN 1 A-4 2 A-3 1 A-3 2 A-4 103 104 105 106 107 108 109 101 100 110 84 SF MECHANICAL 110 30 SF CUSTODIAL 108 49 SF RESTROOM 107 32 SF IT 106 569 SF OPERATIONS 102 63 SF PUBLIC RESTROOM 101 69 SF VESTIBULE 100 3 A301 3 A301 1 A301 1 A301 2 A301 2 A301 121 SF OFFICE 104 100 SF OFFICE/ STORAGE 105 6' - 6"10' - 2"4' - 2" 11 1/2" 0' - 0" 11' - 3 1/8" 4' - 0" 8' - 1" 1 2 3 4 5 6 7 8 9 10 11 12 13 1411' - 11 3/4"1' - 0"A401 2 A401 1 4' - 2"5' - 5"5' - 0"A402 1 271 SF CORRIDOR / LOCKERS 103 67 SF BREAK ROOM 109 102A A403 1 1 1 S1 S1 S1 S1 S1 S3 E2 B2 A1 C1 2 2 2 3 19' - 1" 9' - 9"13' - 4" 5' - 2 1/8" 6' - 0" 1' - 4 3/8" 3' - 3 1/4"3"15' - 0" 3 A404 A1 A1 54' - 7 7/8"35' - 5 3/8"54' - 7 7/8"36' - 0"24' - 7 5/8"10' - 9 3/4"11' - 2 3/4"32' - 2 1/2"11' - 2 5/8"24' - 7 5/8"10' - 9 3/4"4' - 3 1/4"8' - 9 3/4"10' - 1 5/8" 10' - 1 5/8"6' - 5 7/8"6' - 6 1/8"8' - 5 3/4"9' - 3 3/8"3' - 6 3/4"6' - 4 1/8" 3' - 2" 1' - 5" 3' - 2" 1' - 4 1/2"9' - 11 3/4"5' - 0"4' - 0"8' - 10 1/8"4 102 RBF-1EPX-1EPX-1SV-1EPX-1SC-1EPX-1RBF-1 12" MIN. 1 A B C D 2 3 B.2 B.5 B.8 E 9 7/8"23' - 0"11' - 4" 3 1/2" 9 3/4" 10' - 8"7' - 0"15' - 4"2' - 4" 7' - 0"10' - 8" 10 1/8"9 7/8"23' - 0"11' - 4" 3 1/2" 9 3/4" 10' - 8"7' - 0"15' - 4" 2' - 4" 7' - 0"10' - 8" 10" A403 2 A2 A404 4 A404 5 4' - 4 1/4" 4' - 0" 7' - 9 5/8" 4' - 0" 4' - 5 7/8" 10' - 9 3/4"4' - 2 1/4" 4' - 0" 3' - 0 3/8"32' - 2"3' - 5 3/4" 3' - 0" 4' - 1 5/8" 4' - 0" 5' - 1 5/8" 3' - 4 3/4" 1' - 4 5/8"7' - 0"29' - 7 1/4" 5 66 A501 2 A501 3 A501 1 PARTITION LEGEND GENERAL SHEET NOTES FLOOR PLAN LEGEND & SHEET NOTES 1. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.N.O. 2. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR PLANS. 3. PROVIDE 5/8" WATER-RESISTANT GWB IN LIEU OF TYPICAL GWB AT ALL WET AREAS INCLUDING, BUT NOT LIMITED TO: A. RESTROOMS B. JANITOR CLOSETS C. KITCHEN AREAS 4. FIELD VERIFY ALL DIMENSIONS, REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 5. SEAL ALL PENETRATIONS ON EXTERIOR WALLS. 6. ALL PLYWOOD TO BE FIRE TREATED, U.N.O. 7. DOOR FRAMES TO BE LOCATED 4" MIN. FROM CORNER OF WALL U.N.O. 8. DO NOT SCALE DRAWINGS. 9. PROVIDE A TRANSITION STRIP AT ALL DISSMILAR FLOOR MATERIALS. 10. VERIFY EQUIPMENT ROUGH-IN DIMENSIONS WITH MANUFACTURER AND/OR WITH REUSED OR EXISTING EQUIPMENT. 11. SEE SHEET A001 FOR PARTITION TYPES NON-RATED WALL SYSTEM 1-HOUR RATED WALL SYSTEM 2-HOUR RATED WALL SYSTEM 3-HOUR RATED WALL SYSTEM SMOKE RATED WALL SYSTEM PRECAST OR C.I.P. CONCRETE WALL SYSTEM CONCRETE MASONRY UNIT WALL SYSTEM NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS EXISTING WALL SYSTEM TO REMAIN NO WORK IN AREA, U.N.O. SCALE: 1/4" = 1'-0"1 FLOOR PLAN SCALE: = 1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. A 21 REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: PROJECT NUMBER: © 2019 RS&H, INC. PROJECT STATUS: SHEET ID: SHEET TITLE: PROJECT ADDRESS: PROJECT TITLE: B C D 3 4 5 2 3 4 5 SEAL: 0 4 84 1/4"12/9/2020 11:08:19 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvtSPAR SUBMITTAL PACKAGE RJ/AT Checker NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 1248120007 12/09/2020 GC A-1 FIRST FLOOR PLAN 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.comNOT FOR CONSTRUCTIONNO. DESCRIPTION DATE KEYNOTES Key Value Keynote Text 1 MTL LOCKERS WITH BENCH PER SPECS. 2 3/4 PLYWD. UP TO 8' - PAINT. 3 FLOOR ACCESS HATCH PER SPECS. 4 HVAC EQUIP. ON 4" CONC. HOUSEKEEPING PAD - SEE MECH. 5 CONC. STAIRS W/ STL. PIPE GUARDRAIL & HANDRAIL - PT. 6 WALL HEATER, SEE MECH. GENERAL ROOF NOTES 1. ALL ROOF PENETRATIONS REQUIRED FOR INSTALLATION OF MECHANICAL UNITS, EQUIPMENT CURBS, VENTS, ETC. MUST BE DONE PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE ALL WARRANTIES ARE MAINTAINED. PROVIDE FLASHING, COUNTERFLASHING, SEALANT, ETC. AS REQUIRED TO PROVIDE WATERPROOF CONDITION, TYPICAL AT ALL ROOF PENETRATIONS. 3 A301 3 A301 1 A301 1 A301 2 A301 2 A301 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"3" / 1'-0"1 1 2 2 3 4 1/4" / 1'-0" 1 A B C D 2 3 B.2 B.5 B.8 E 13' - 4 1/2"3' - 2 3/8"3' - 2 3/8"70' - 10 3/8"30' - 8"54' - 0 3/4" 5 6 6 3' - 2 1/2"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" - --- 1 A520 SCALE: = 1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. A 21 REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: PROJECT NUMBER: © 2019 RS&H, INC. PROJECT STATUS: SHEET ID: SHEET TITLE: PROJECT ADDRESS: PROJECT TITLE: B C D 3 4 5 2 3 4 5 SEAL: 0 4 84 1/4"12/9/2020 11:08:19 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvtSPAR SUBMITTAL PACKAGE RJ/AT Checker NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 1248120007 12/09/2020 GC A-2 ROOF PLAN 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.comNOT FOR CONSTRUCTIONSCALE: 1/4" = 1'-0"1 ROOF PLAN NO. DESCRIPTION DATE KEYNOTES Key Value Keynote Text 1 PRE-FINISHED MTL. GUTTER & DOWNSPOUT (TYP.) 2 EPDM ROOF MEMBRANE FULLY ADHERED PER MANUFACTURERS STANDARDS 3 PRE-FINISHED MTL. FASCIA (TYP.) 4 PRE-FINISHED MTL. COPING (TYP.) 5 PRE-FINISHED STANDING SEAM MTL. PANEL ROOF (TYP.) 6 LINE OF BLDG. WALL/ROOF BELOW (TYP.) MAIN LEVEL 103' - 0" ROOF 120' - 6 1/2" 1 A301 2 A301 S1 S2S2S2 GROUND LEVEL 100' - 0"18' - 11"18' - 11"8" 8" 4' - 0" 8" 9 7 3 10 4 5 71 6 9 ABCDB.2B.5B.8E 100 12 MAIN LEVEL 103' - 0" ROOF 120' - 6 1/2" 3 A301 3" 1'-0" GROUND LEVEL 100' - 0"6' - 0 7/8"1' - 8 1/4"9' - 7 3/4"3' - 0"1 2 3 1 3 4 5 14' - 4"3 A404 6 7 8 123 11 - --- 12 SCALE: = 1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. A 21 REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: PROJECT NUMBER: © 2019 RS&H, INC. PROJECT STATUS: SHEET ID: SHEET TITLE: PROJECT ADDRESS: PROJECT TITLE: B C D 3 4 5 2 3 4 5 SEAL: 0 4 84 1/4"12/9/2020 11:08:21 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvtSPAR SUBMITTAL PACKAGE RJ/AT Checker NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 1248120007 12/09/2020 GC A-3 BUILDING ELEVATIONS SCALE: 1/4" = 1'-0"1 NORTH ELEVATION 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.comNOT FOR CONSTRUCTIONSCALE: 1/4" = 1'-0"2 EAST ELEVATION NO. DESCRIPTION DATE KEYNOTES Key Value Keynote Text 1 PRE-FINISHED MTL. GUTTER & DOWNSPOUT (TYP.) 2 PRE-FINISHED STANDING SEAM MTL. PANEL ROOF (TYP.) 3 PRE-FINISHED MTL. FASCIA (TYP.) 4 VERT. PRE-FINISHED MTL. PANEL SYSTEM W/ TRIMS 5 CMU VENEER/ INTEGRAL COLOR, SPLIT FACE 6 PRE-FINISHED MTL. COPING (TYP.) 7 STOREFRONT WINDOWS SYST. PER SCHEDULE 8 CONC. STAIRS W/ STL. PIPE GUARDRAIL & HANDRAIL - PT. 9 PRECAST CONCRETE WINDOW SILL 10 PRE-FINISHED MTL. SOFFIT PANELS (TYP.) 11 SECURITY CAMERA, SEE TELECOM DWGS 12 CMU VENEER/ INTEGRAL COLOR, SMOOTH FACE MAIN LEVEL 103' - 0" ROOF 120' - 6 1/2" 3 A301 T.O. MASONRY11' - 4"3' - 0" 8' - 4" 3" 1'-0" S1 S1 GROUND LEVEL 100' - 0" 1 4 5 6 7 3 1 2 3 9 10 8 - --- 11 MAIN LEVEL 103' - 0" ROOF 120' - 6 1/2" 1 A301 2 A301 3" / 1'-0"S1 S3 GROUND LEVEL 100' - 0" 2 3 8 5 A B C DB.2 B.5 B.8 E 110 11 SCALE: = 1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. A 21 REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: PROJECT NUMBER: © 2019 RS&H, INC. PROJECT STATUS: SHEET ID: SHEET TITLE: PROJECT ADDRESS: PROJECT TITLE: B C D 3 4 5 2 3 4 5 SEAL: 0 4 84 1/4"12/9/2020 11:08:23 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvtSPAR SUBMITTAL PACKAGE RJ/AT Checker NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 1248120007 12/09/2020 GC A-4 BUILDING ELEVATIONS 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.comNOT FOR CONSTRUCTIONSCALE: 1/4" = 1'-0"2 WEST ELEVATION SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION KEYNOTES Key Value Keynote Text 1 PRE-FINISHED MTL. GUTTER & DOWNSPOUT (TYP.) 2 PRE-FINISHED STANDING SEAM MTL. PANEL ROOF (TYP.) 3 PRE-FINISHED MTL. FASCIA (TYP.) 4 VERT. PRE-FINISHED MTL. PANEL SYSTEM W/ TRIMS 5 CMU VENEER/ INTEGRAL COLOR, SPLIT FACE 6 PRE-FINISHED MTL. COPING (TYP.) 7 STOREFRONT WINDOWS SYST. PER SCHEDULE 8 PRECAST CONCRETE WINDOW SILL 9 LIGHT FIXTURES (TYP.) - SEE ELEC. 10 SECURITY CAMERA, SEE TELECOM DWGS 11 CMU VENEER/ INTEGRAL COLOR, SMOOTH FACE NO. DESCRIPTION DATE D1 SINGLE FLUSH DOOR TYPES LEGEND D3 STOREFRONT 3' - 0"7' - 0"D4 SINGLE HALF D2 INSULATED 7' - 0"3' - 0"7' - 0"3' - 0"3' - 5"F1 H.M. FRAME FRAME TYPES LEGEND F2 H.M. FRAME DOOR AND FRAME GENERAL NOTES 1. PROVIDE CAULK / SEALANT ON BOTH SIDES OF FRAMES, TYPICAL 2. PROVIDE TEMPERED GLAZING AT ALL STOREFRONT DOORS, AT GLAZING WITHIN 24" HORIZONTALLY FROM A DOOR, WHERE GLAZING LITE IS WITHIN 18" A.F.F. 3. FIELD VERIFY ALL CONDITIONS PRIOR TO ORDERING DOORS, HARDWARE, OR ACCESS CONTROLS, TYPICAL. 4. COORDINATE THRESHOLDS WITH FLOOR FINISHES 5. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DOOR SCHEDULE AND PLAN AND/OR EXISTING CONDITIONS. 6. ENTIRE DOOR ASSEMBLIES TO MAINTAIN RATINGS AS SCHEDULED AND SHOWN ON THE LIFE SAFETY SHEETS. PROVIDE HARDWARE FOR RATED ASSEMBLIES TO MEET ALL APPLICABLE CODES TO INCLUDE BUT NOT LIMITED TO CLOSERS, PANIC DEVICES, CAULK / SEALANT, SWEEPS, SMOKE SEALS, ETC. 7. SET ALL THRESHOLDS IN EXTERIOR DOORS IN FULL BED OF SEALANT. 8. ALL EXTERIOR DOORS TO MEET WATER TIGHT CONDITION INCLUDING ALL WATERPROOF THRESHOLDS. BUMPER SEALS REQUIRED AT ALL EXTERIOR DOORS U.N.O. 9. SEE DOOR HARDWARE SPECIFICATION FOR DOOR HARDWARE. 10. COORDINATE ALL DOOR HARDWARE WITH ACCESS CONTROL AND FIRE ALARM SYSTEM AS REQUIRED. WINDOW TYPES LEGEND S1 H.M. FRAME S2 H.M. FRAME 4' - 0"4' - 0"8' - 0"2' - 0"MAIN LEVEL 103' - 0" 2" 3' - 1 1/4" 2" 3' - 0" 2" 3' - 1 3/4" 2"2" 2' - 10" 2" 5' - 0" 2" T T7' - 0" 2" 1' - 0" 9' - 11"8' - 4"MAIN LEVEL 103' - 0" 4' - 11 3/8" 2" 4' - 11" 2"2"5' - 0"2"2' - 10"2"T T 10' - 2 3/8"8' - 4"MAIN LEVEL 103' - 0"2" 2' - 10" 2" 5' - 0" 2" 7" 2" 4' - 3" 2" 4' - 3" 2" 4' - 3" 2" 4' - 3" 2" 4' - 3" 2" 4' - 3" 2" 4' - 3" 2" 7" T T T T T T T T T T T T T T8' - 4"32' - 3" MAIN LEVEL 103' - 0" 2" 4' - 9 5/8" 2" 4' - 11 1/8" 2" T T T T8' - 4"10' - 2 3/4"2" 2' - 10" 2" 5' - 0" 2" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. A 21 REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: PROJECT NUMBER: © 2019 RS&H, INC. PROJECT STATUS: SHEET ID: SHEET TITLE: PROJECT ADDRESS: PROJECT TITLE: B C D 3 4 5 2 3 4 5 SEAL:12/9/2020 11:08:25 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvtSPAR SUBMITTAL PACKAGE Author Checker NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 1248120007 12/09/2020 Designer A-5 DOOR AND WINDOW SCHEDULES AND TYPES DOOR SCHEDULE DOOR NO. ROOM NAME DOOR INFORMATION FRAME INFORMATION FIRE RATING HARDWARE SET ACCESS CONTROL COMMENTS DOOR DIMENSIONS DOOR TYPE MATERIALS FRAME DETAILS WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL HEAD JAMB SILL MAIN LEVEL 100 VESTIBULE 3' - 0" 7' - 0" 1 3/4" D3 ALUM F1 ALUM 101 PUBLIC RESTROOM 3' - 0" 7' - 0" 1 3/4" D1 HM F1 HM 102 OPERATIONS 3' - 0" 7' - 0" 1 3/4" D3 ALUM ALUM 102A OPERATIONS 3' - 0" 3' - 5" 1 3/4" D4 WD F2 HM 103 CORRIDOR / LOCKERS 3' - 0" 7' - 0" 1 3/4" D1 HM F1 HM 104 OFFICE 3' - 0" 7' - 0" 1 3/4" D1 WD F1 HM 105 OFFICE/ STORAGE 3' - 0" 7' - 0" 1 3/4" D1 WD F1 HM 106 IT 3' - 0" 7' - 0" 1 3/4" D1 WD F1 HM 107 RESTROOM 3' - 0" 7' - 0" 1 3/4" D1 WD F1 HM 108 CUSTODIAL 3' - 0" 7' - 0" 1 3/4" D1 WD F1 HM 109 MECHANICAL 3' - 0" 7' - 0" 1 3/4" D1 WD F1 HM 110 CORRIDOR / LOCKERS 3' - 0" 7' - 0" 1 3/4" D2 HM F1 HM 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.comNOT FOR CONSTRUCTIONNO. DESCRIPTION DATE WINDOW SCHEDULE TYPE MARK R.O. TYPE MANUFACTURER MODEL DETAILS GLAZING HEAD HEIGHT COMMENTSWIDTH HEIGHT HEAD JAMB SILL THICKNESS TYPE S1 4' - 0" 4' - 0" Fixed 1/A603 2/A603 3/A603 1"7' - 0" S2 8' - 0" 2' - 0" Fixed 1" S3 7' - 0" 2' - 0" Fixed 1/A603 2/A603 3/A603 1"7' - 0" CURTAIN WALL SCHEDULE MARK COUNT CONSTRUCTION TYPE FINISH DESCRIPTION COMMENTS C1 1 ALUMINUM ANODIZED THERMAL RESISTIVE STOREFRONT SYSTEM, 2"X6" MULLIONS TYP., TYP. C2 1 ALUMINUM ANODIZED THERMAL RESISTIVE STOREFRONT SYSTEM, 2"X6" MULLIONS TYP., TYP. C3 1 ALUMINUM ANODIZED THERMAL RESISTIVE STOREFRONT SYSTEM, 2"X6" MULLIONS TYP., 7"X7" END/CORNER MULLIONS, TYP. C4 1 ALUMINUM ANODIZED THERMAL RESISTIVE STOREFRONT SYSTEM, 2"X6" MULLIONS TYP., TYP. SCALE: 1/4" = 1'-0"1 CURTAIN WALL C1 SCALE: 1/4" = 1'-0"2 CURTAIN WALL C2 SCALE: 1/4" = 1'-0"3 CURTAIN WALL C3 SCALE: 1/4" = 1'-0"4 CURTAIN WALL C4 Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. A 21 REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: PROJECT NUMBER: © 2019 RS&H, INC. PROJECT STATUS: SHEET ID: SHEET TITLE: PROJECT ADDRESS: PROJECT TITLE: B C D 3 4 5 2 3 4 5 SEAL:12/9/2020 11:08:26 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvtSPAR SUBMITTAL PACKAGE Author Checker NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 1248120007 12/09/2020 Designer A-6 3D-PERSPECTIVES 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.comNOT FOR CONSTRUCTIONN.T.S.1 3D PERSPECTIVE 1 N.T.S.2 3D PERSPECTIVE 2 N.T.S.3 3D PERSPECTIVE 3 NO. DESCRIPTION DATE PARTITION LEGEND GENERAL SHEET NOTES FLOOR PLAN LEGEND & SHEET NOTES 1. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.N.O. 2. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR PLANS. 3. PROVIDE 5/8" WATER-RESISTANT GWB IN LIEU OF TYPICAL GWB AT ALL WET AREAS INCLUDING, BUT NOT LIMITED TO: A. RESTROOMS B. JANITOR CLOSETS C. KITCHEN AREAS 4. FIELD VERIFY ALL DIMENSIONS, REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 5. SEAL ALL PENETRATIONS ON EXTERIOR WALLS. 6. ALL PLYWOOD TO BE FIRE TREATED, U.N.O. 7. DOOR FRAMES TO BE LOCATED 4" MIN. FROM CORNER OF WALL U.N.O. 8. DO NOT SCALE DRAWINGS. 9. PROVIDE A TRANSITION STRIP AT ALL DISSMILAR FLOOR MATERIALS. 10. VERIFY EQUIPMENT ROUGH-IN DIMENSIONS WITH MANUFACTURER AND/OR WITH REUSED OR EXISTING EQUIPMENT. 11. SEE SHEET A001 FOR PARTITION TYPES NON-RATED WALL SYSTEM 1-HOUR RATED WALL SYSTEM 2-HOUR RATED WALL SYSTEM 3-HOUR RATED WALL SYSTEM SMOKE RATED WALL SYSTEM PRECAST OR C.I.P. CONCRETE WALL SYSTEM CONCRETE MASONRY UNIT WALL SYSTEM NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS EXISTING WALL SYSTEM TO REMAIN NO WORK IN AREA, U.N.O. A A-7 4 A-7 C A-7 B A-77 5/8"10' - 0"7 5/8"1"11' - 3 1/4"1"7 5/8" 6' - 0" 1"6' - 7 5/8"1"4' - 11 3/4"5/8"4' - 11 3/4"8" 8" 4' - 0" 8"6' - 0" 2"6' - 2"1" 6' - 7 5/8" 1" 6' - 9 5/8" 1 2 3 TYP.8" 8" 4' - 0" 8"6' - 0" 2"6' - 2"1"7 5/8"10' - 0"7 5/8"1" 4' - 11 1/2" 7/8" 4' - 11 5/8" 3 1 2 4 TYP.8" 8" 4' - 0" 8"6' - 0" 2"6' - 2"1"6' - 7 5/8"1" 6' - 9 5/8" 3 1 2 TYP.8" 8" 4' - 0" 8"6' - 0" 2"6' - 2"1"11' - 3 1/4"1" 11' - 5 1/4" 1 2 3 TYP. SCALE: = 1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. A 21 REVISIONS DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: PROJECT NUMBER: © 2019 RS&H, INC. PROJECT STATUS: SHEET ID: SHEET TITLE: PROJECT ADDRESS: PROJECT TITLE: B C D 3 4 5 2 3 4 5 SEAL: 0 2 42 1/2"12/9/2020 11:22:08 AM BIM 360://1248120007_N I-25 Port of Entry/1248120007_I25_Port of Entry_A_R20.rvtSPAR SUBMITTAL PACKAGE Author Checker NORTH I-25 PORT OF ENTRY PROJECT ADDRESS LINE 1 PROJECT ADDRESS LINE 2 PROJECT ADDRESS LINE 3 1248120007 12/09/2020 Designer A-7 DUMPSTER ENCLOSURE 303-409-9700 4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.comNOT FOR CONSTRUCTIONKEYNOTES Key Value Keynote Text 1 CMU VENEER/ INTEGRAL COLOR, SPLIT FACE 2 PRECAST CONCRETE WALL CAP 3 CMU VENEER/ INTEGRAL COLOR, SMOOTH FACE 4 DOUBLE DOOR GATE, CORRUGATED MTL PANELS NO. DESCRIPTION DATE SCALE: 1/2" = 1'-0"1 DUMPSTER ENCLOSURE – PLAN SCALE: 1/2" = 1'-0"B Elevation 2 - d SCALE: 1/2" = 1'-0"A Elevation 3 - d SCALE: 1/2" = 1'-0"4 Elevation 4 - d SCALE: 1/2" = 1'-0"C Elevation 5 - d