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Site Plan V1cwf- APPROVED CA onas/zz RIA 1= N! © I I I I I 3250 S EAGLE RD cs I I I BURLEY WEST INVESTMENTS ° d I APN:R7877770020 EXISTING BUILDING I I d ° /_ d / I7" I I d d ° I I I � sod I ---------------- I I I -- SD SD SD SD SD SD SD SD SD SO SD SD SD SD SD SD SD D SD I I I G G G G- G IG-�—G G i G G G G G G G G G G G�GT-G G G G G G G G EXISTING 8" SANITARY SEWER MAIN B"ss �` 8 SS 8"SS E I I B s�l 'z I r----------------------------J co EXISTING 8" WATER MAIN 9 CD I I 8'M/-589°35'46"E 193.65' 8"W 8"W 8"W �, 8"W 8"W 81W 8"W • _ CD CONNECT TO EXISTING SANITARY 4 2 C_= SEWER SERVICESTU------------------- I IEXISTING SANITARY +++ + + + + r - --- \0; I+ + ----SEWERSERVICESTUB +' + +b-- TO BE ABANDONED+ + + + Q+ I+ W + 2 ++++++++ 10+ +I + + 6- + + +++++ I+ + —+ + +- _J I I I I I I + + + + + + 9p + + + CONNECT TO EXISTING CD + 11 + + + + WATER METER I --------------I SEWER SERVICES + e a + + + + ao d 5' PERMANENT SLOPE/CUT EASEMENT I I + +- + + + + + + + + � PER EXCEPTION 14 & 20 I I + + + + + + + + + + + 2� + + + + + + � +I - - +I+ - - - - - o + + + + Q + + + + + + + + - - - - - + + + I + + + + + + + N a I I SANITARY SEWER AND WATER MAIN EASEMENT + + I+ + + + + + + + + + + + .. � PER EXCEPTION 17 & 20 I I 2 + + + + + + + + SQ SD SD + �+ + �, +t++++++++++++++++++ + + V + + + + + + + + + + + + + + + + ... + + - - - - °Q I I I 1s f o + �+ + + + Ir----� --- ° 0 - J I I I I 8.92'I 12 + + I + + + + + + ( 7 PROPOSED SERVICE RAMP + + t + + + + + + ) I I I ;I BUILDING +++/ +++++ a OJ p ry a� IN I z I I 11 + +1 + + + + + +I I---------J I I + litI ---- a— +I I a + + +I+ + + + + +1 x( l + + + L + + + I 3 d I I � EXISTING 8" WATER MAIN I + + + + + + + + + o + + + 1+ + + + + + 8W x I I _ + + +I + + + + + + 8 W I 81W I 8'W J8"W I I + + + + + + + + + I Y �I d ° °I a - - + + + + + I+ + + + + + a a a a — - + + + + } + + + + + ° I _ 4 + + + + + + 1 + + + + + ®� -- + + + + + + + + + + + +I hod o-----t----------------------- ---�— — -- d8 + + + + + I+ + + + + + a d a - - - - ` a -- -- - -- - + + +1 + + + + + +1 I ° I e I 13 a + w + + + + 17 i + + + + + II + I° ' a + + + + + + + t + + + + + l d + + + + + + + + + + + + + + ti d ryl I I 15 a a a ++++++++++++++++++ip + + + + + I+ + + + + + I I' a I I - - + + + + + + + ► + + + + + +I ®I I I + - - PROPOSED ROOF + + + + + + + 1+ + + + + + I N o + + + ++ L7U +�� + + + + + ++ + +STORM SYSTEM 12 + ++ + ++ + ++ + ++ + ++ + (.WALE) + ++ + + 2' 12' + + + + + + 1 I 1++ ++ 7"++ 18, 10.5' ++ + + + + + + + +I I (�, x, I + + + + + + + + + + + + + + + d - - - - r+ +++++++++++++ ++++ + I + + ++ +++++ +++ ++++++ ° + + +� +� +T� + + + +++1 a I I II + N EXISTING SEEPAGE BED I + + + + + + + + + + + + + + + + + .... + qj Q +I + + + + + +I I' ° I I (PREVIOUSLY SIZED TO I + + + + + + vovooy�>�oop li + + + + + + + + + + + 6 3p, + I + + + + + + ° d OINCLUDE SITE DRAINAGE) I ti + + 1 + + + + + + 1 x y/ I Lt 1 u III I + ++++++++++++ I� IC. 14 13 + + + + I+ + + + + + I d a d ® I I + + + + +I + + + + + +1 x o + I+ + + + + I to 0 2 + + + + + + II + + + + + + + N C7 I T + + + + + + +1+ + + + + +► to 0 - - - - - - d d II IIIIII t + + 25' LADSCAPE BUFFER + - - - - -- +++++ -f._7 -� -7. ---- r-�++++ + - - - - - + + + + + + + + + + + + + + + + + + + + + + + +++ + + + PER EXCEPTION 16 & 20 +++++++++++++++++ +++ U + + + + + + + + + + + + + + + + ++++++++ + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ T+ T+ T+ T+ T+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1 I1 ° 7., wzo I° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I °I= - - + + + + + + + + + + + + + + + + + + + + + + + + + II x ° I III I ++- - - I 10' PUBLIC UTILITIES PERMANENT PUBLIC UTILTIES, PROPERTY DRAINAGE & + + + + + +-+ + _ _ _ - _ -+ + +-+ + +-+ + +-+ + +-+ + +-+ + ` - + ` + +� PROPERTY IRRIGATION EASEMENT PER R1 I o + + + r + ++++++I sa a 1 33 o x, I I 7 ° I� d I I + O d �iyyyx OX I — '>—LL EXISTING 8 , - —� � � X - � X x _ � x x � � x x �X� x�l CATCH BASIN N89031'13"W 90.01' a j I d I I I L d ° I I 1O' PUBLIC UTILITIES PERMANENT PUBLIC AMENDED PLAT OF GOLDEN EAGLE ESTATES R2 UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT PER R1 Site Plan 10' 20' Horizontal Scale: V. = 10, Project Information: PROJECT: PROPOSED COFFEE SHOP APPLICANT, OWNER COMPANY: WHITE-LEASURE DEVELOPMENT COMPANY CONTACT: KEN LENZ ADDRESS: 8385 W. EMERALD ST. BOISE,IDAHO 83704 PHONE: 208.345.1842 CIVIL ENGINEER, LANDSCAPE ARCHITECT, LAND SURVEYOR COMPANY: THE LAND GROUP, INC CONTACT: JASON DENSMER, PE (PROFESSIONAL ENGINEER) CONTACT: MICHAEL THOMAS, PLA (PROFESSIONAL LANDSCAPE ARCHITECT) CONTACT: JAMES R. WASHBURN, PLS (PROFESSIONAL LAND SURVEYOR) ADDRESS: 462 E. SHORE DR., SUITE 100 EAGLE, IDAHO 83616 PHONE: 208.939.4041 Project Calculations: PROPERTY SIZE: 36,590 SF / ±0.84 ACRES PROPOSED BUILDING SIZE: +/-1,975 SF/ ±0.045 ACRES PARKING CALCULATIONS: REQUIRED PROPOSED PARKING STALLS: 4 (1 STALL PER 500 SF 17 GROSS FLOOR AREA) ACCESSIBLE PARKING STALLS: 1 (1-25 STALLS PROVIDED 1 PER ADA GUIDELINES) BICYCLE PARKING SPACES: 1 (1 SPACE PER 25 2 VEHICULAR PARKING STALLS) Zoning Regulations: PARCEL #: R7877770010 CURRENT/PROPOSED ZONING: C-C FRONT SETBACK: N/A REAR SETBACK: N/A INTERIOR SIDE SETBACK: N/A LANDSCAPE BUFFERS: STREET: (NOT APPLICABLE TO SITE - ALREADY DEVELOPED) RESIDENTIAL USES: 25-FT Pressure Irrigation Note: DOMESTIC WATER WILL BE USED AS THE PRIMARY SOURCE FOR IRRIGATION. REQUIREMENTS TO USE SURFACE IRRIGATION WATER AS PRIMARY IRRIGATION WAIVED BY THE CITY OF MERIDIAN ON OCTOBER 15TH, 2015 (SEE ATTACHED APPROVAL LETTER IN APPLICATION). Material Legend: LANDSCAPE AREA - REFER TO L1.00 FOR STANDARD CONCRETE ADDITIONAL FLATWORK INFORMATION HEAVY DUTY CONCRETE ASPHALT PAVEMENT FLATWORK ~�# TCALLOUT O NUMBERED Keynotes: TO NUMBERED NOTES BELOW. 1. EXISTING SIDEWALK - RETAIN AND PROTECT 2. EXISTING CURB AND/OR GUTTER - RETAIN AND PROTECT 3. EXISTING IRRIGATION VALVE - RETAIN AND PROTECT 4. EXISTING 2" WATER METER - RETAIN AND PROTECT 5. EXISTING FIRE HYDRANT - RETAIN AND PROTECT 6. EXISTING WATER MANHOLE - RETAIN AND PROTECT 7. EXISTING FENCE - RETAIN AND PROTECT 8. EXISTING LANDSCAPE - RETAIN AND PROTECT 9. EXISTING ASPHALT TO REMAIN 10. EXISTING SITE LIGHTING - RELOCATE 11. TRASH ENCLOSURE. SEE DETAIL 1/131.50. 12. 4-INCH WIDE PAINTED ASPHALT MARKING (WHITE) 13. ADA PEDESTRIAN RAMP 14. PAINTED CROSSWALK STRIPING 15. ACCESSIBLE PARKING STALL AND ACCESS AISLE PER ADA GUIDELINES 16. BICYCLE RACK (2 EACH). SEE DETAIL 2/C1.50. 17. DRIVE-THRU READER BOARD & ORDER SPEAKER Site Boundary Ma Scale: 1" = 5D' • _ - S8903514611E 193.65'cli - • N c' - 3 q PROPOSED o BUILDING Fl N ^ �cR N N. V ZI I 0 N 0 N8971'137.W 90.01. to to N89°31'13"W 92.85' or"� -� i if WE LAND GROUP Milk cc 0 CD E C. W LU L16 MIN Q 0 C� y CM cc CD O CV 0 CO COD 10 �+ C1 co co 5 C o cC w C CD o CIO o a: co Revisions Ll� NOT FOR 1 00 CONSTRUCTION Project No.: 122008 Date of Issuance: 06-09-2022 Project Milestone: CZC CZC Site Plan