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HomeMy WebLinkAbout2025-08-06 238 CR 236 - Architectural Site PlanSHEET NUMBER SHEET TITLE A0.01 SITE PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have beenspecifically prepared for 234 CoRd 236. They are not suitable foruse on other projects or in otherlocations without the approval andparticipation of the architect.Reproduction prohibited withoutapproval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 08/06/2025 08/06/2025REV 2 MINI SPLIT WATER STORAGE PER FIRE CHIEF 2x 30,000 GALLON WATER STORAGE PER FIRE DEPT. SEE CIVIL DRAWINGS FOR FIRE HYDRANT CONFIGURATION ROADWAY TO BE IMPROVED TO 20' WIDE PER FIRE DEPT MECHANICAL EQUIPMENT CONCRETE PAD MECHANICAL EQUIPMENT CONCRETE PAD DUST COLLECTOR CONCRETE PAD 20' MIN20' MIN UTILITY METERS 14' X 50' SLAB ON GRADE, MIN 1' FROM EDGE OF TANK TO EDGE OF SLAB. SEE STRUCTURAL LETTER FOR SLAB SPECIFICATION 54 3 0 5420 5420 54 15 541 05405 540 0 5395 54 00 5 395 540 5 5410 541 55420 542 55430 54 3 5 54 3 0 5425 5 4 0 5 5410 541 5 54 20 P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E SETBACK LINE SETBACK LINE S E T B A C K L I N E U T I L I T Y E A S E M E N T 50 ' 25' EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE DRIVEWAY GRAVEL DRIVEWAY GRAVEL SI D E W A L K SIDEWALK SI D E W A L K 10 ' 10 ' SE T B A C K L I N E DRIVEWAY GRAVEL SEPTIC TANK TF 1 TF 2 ST A 753'-4 3/4" EXISTIN G D R I V E W A Y EXISTING DRIVEWAY SITE NOTES GREY BACKGROUND DENOTES EXISTING SURVEY. FLOOR ELEVATIONS MAIN LEVEL - T.O.CONC. = 100'-0" (SITE = 5428'-0") N 01 02 SCALE: 1" = 30'1Site Plan 0 30'60' EXISTING WELL SITE PLAN NOT TO SCALE