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Site PlanD Know what's Klbw. Cell bean you dig. Dial 811 nshine 11•11JOK Corporation f o. c u- k rem (RIo7o'-o110 Gov 9unA11101L-ok CLIM HITCH-LOK 7 •Spet itic.ifiuus -Capacity: (2) Bikes with normal parking. -Material: Heavy gauge steel pipe, finished OD 2-L8" -Construction: Verticals with 90 degree bends, welded to pre punched surface plates "Coati ng/Fin lsh: Sunshine's proprietaryHea[ fused Poly -Thermal' • Protective Coating 50 60 mils.l0 Year Guaranteed! ,Size: 34 (H)x 30"(R), Surface Plates 4" (L)x R"(W). -Mourning: Surface mount on concrete. Install units in concrete. For all other surfaces recotmnend bolting units to channel "Layout: Recommend spacing units 33" apart when parallel,. however 24" to 40' is acceptable given nature of the surroundings. -Color : Standard black. •RAL Color Spectnun: Available with bulk order, ,Decal: Signals its purpose to bicyclist International Bicycle Symbol -Anchor kits opfioml. BICYCLE STORAGE SCALE: NTS GFI- Meridian Investments.1,LLC. SURVEY BENCHMARK N: 727876.56 E 2442815.79 EL: 2556.14 SPEED LIMI d� ___��_ .a_ DUTCH BROS. COFFEE - ID0607 - MERIDIAN, ID PRELIMINARY SITE PLAN W. CHINDEN BLVD. ADOPT A HI-- �' LL - S _ .a ���_ w�. . 4 ug • " ` NOTICE 16 3 `LL LLm ° 4 LLLLN z ............ a Mason m 8 43.43' &3.29' °- v DUTCH :. i rCOFFEE .f M (/* 1.154 80. FT.n I "' 3 d • 7 20 21 99 22 ]' 1 Y 1' 9 9 8 19' • 10' 12' S' 12' 14.54' 4 `- Lost I mpids Developm 3 e. «. « ..eeee. 8 ®®q 8 ® 7 u 3 12 5 CZ ® A 7:'GLL . 7 .15 . 15 25' 9 Wj 1♦ N i •so 77 ma ppppo GFI - Meridian Invest) PRIVATE ACCESS x t N _ F I e T9M LOCATION N 0 10' 20' 40' I ® E SCALE: 1"=20' Li ICI 1< _ L „ � cow"eemm o� NOT r0 SCALE ENGINEER DEVELOPER BARGHAUSEN CONSULTING ENGINEERS, INC. DUTCH BROS COFFEE 18215 72ND AVE. SOUTH 110 SW 4TH STREET KENT, WA 98032 GRANTS PASS, OR 97526 TEL. (425) 251-6222 TEL: (916) 765-7270 FAX: (425) 251-8782 CONTACT: RUSS ORSI CONTACT: JOSH HARLN, P.E. EMAIL: RUSS.ORSIODUTCHBROS.COM SITE INFORMATION BUILDING SIZE: 1,154 SO Fr LOT SIZE: 54,886 SQ Fr FRONT YARD SETBACK: 0 Fr SIDE YARD SETBACK: 0 Fr REAR YARD SErBACK: 0 Fr 22.64' PERMANENT EASEMENT NORTH OF PROPERTY PARKING STALL INFORMATION PARKING STALLS REQUIRED: 3 (RErAIL: 1/500 SF) STANDARD PARKING STALLS: 13 COMPACT PARKING STALLS: 0 ADA PARKING STALLS: 1 TOTAL PARKING STALLS PROVIDED: 14 BICYCLE STALL INFORMATION BICYCLE STALLS REQUIRED: 1 (1/25 PARKING STALLS) BICYCLE STALLS PROVIDED: 1 ® SITE DEVELOPMENT NOTES 1. PROPOSED DUTCH BROS COFFEE. SEE ARCHITECTURAL PLANS FOR DETAILS. 2. PROPOSED ASPHALT PAVEMENT, TYPICAL. 3. PROPOSED LANDSCAPING AREA, TYPICAL. 4. PROPOSED ON -SITE CONCRErE SIDEWALK, TYPICAL. 5. PROPOSED 12' X 20' TRASH ENCLOSURE, WITH CONCRETE PAD. SEE ARCHITECTURAL PLANS FOR DETAILS. 6. PROPOSED ON -SITE CONCRErE PAVEMENT, TYPICAL. 7. PROPOSED SITE LIGHTNING. REFER TO PLANS BY OTHER FOR ADDITIONAL INFORMATION. TYPICAL. 8. PROPOSED 4" WIDE WHITE REFLECTIVE PAINT PARKING STALL STRIPES, TYPICAL. 9. PROPOSED VAN ACCESSIBLE ADA STALL AND AISLE WITH ALL REQUIRED SIGNAGE. 10. PROPOSED 1' WIDE WHITE REFLECTIVE PAINT CROSSWALK STRIPING AT 48" ON CENTER. 11. PROPOSED NO PARKING STRIPING, 4" WIDE WHITE REFLECTIVE STRIPING AT 45 DEGREES AND 24" ON CENTER, TYPICAL. 12. PROPOSED DIRECTIONAL ARROWS, TYPICAL. 13. PROPOSED BICYCLE STORAGE, SEE DETAIL THIS PAGE. 14. PROPOSED ADA RAMP. 15. PROPOSED BIORETENTION PLANTER. SIZING IS APPROXIMATE AND FINAL SIZING WILL BE COMPLETED WITH CONSTRUCTION DOCUMENTS. 16. PROPOSED ACCESSIBLE ROUTE. 17. EXISTING CONCRETE SIDEWALK, TYPICAL. 18. PROPOSED CONCRErE DRIVEWAY APPROACH PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWING NO. SD-710. 19. PROPOSED IRRIGATION MErER AND BACKFLOW DEVICE FROM EXISTING WATER STUB TO SITE. ADDITIONAL INFORMATION WILL BE PROVIDED WITH FINAL DESIGN. 20. PROPOSED COLUMNS, TYPICAL. 21. PROPOSED BOLLARD, TYPICAL. 22. PROPOSED FLUSH CURB AT HEAD OF PARKING STALLS ADJACENT TO BUILDING. LEGEND: 71 CONCRETE ASPHALT LANDSCAPING ® NO PARKING STRIPING Ipp- Z Z W g (� W j co (O W Z o a c Ir cIr W CC W Cc 0. J 190 I- $ _ Z II Y z N � U V Y v EE C N 4) 41 L M C IM N EM C Z ttt m C Q 7•MBC; N Opt Q � o t 3 u, 4 Vpp � to O ry Co CO U °DYst z E E v LL $� O Fi r e i