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REVISED LPP P N0°47'21"W 157.61' S71°30'21"E 119.24' S 5 1°1 0'2 1" E 7 8.5 7' N 2 7 ° 0 1 ' 0 1 " W 7 5 . 7 7 ' S 1 ° 2 2 ' 5 6 " E 5 6 . 5 4 ' T T CO CO W W G SITE ANALYSIS: SITE CHARACTERISTICS ZONING DISTRICT:C -G LOT AREA:.5 ACRES BUILDING AREA:2032 SF OPENSPACE: PARKING STALLS: (REFER TO CODE SECTION) CALCULATION: 2032/500 = 5 STALLS REQUIRED STANDARD STALLS: 5 REQUIRED ADA STALLS: 1 PROVIDED STANDARD STALLS: 6 PROVIDED ADA STALLS: 1 REQUIRED BICYCLE PARKING: 1 PROVIDED BICYCLE PARKING: 2 5' - 0" 47' - 0" 4 6 ' - 7 " 43 ' - 5 " REPAINT EXISTING PARKING & ADA PARKING/SYMBOL/ACCESS AISLE. EXISTING CHAIN LINK FENCE ALONG EDGE OF ASPHALT EXISTING POWER POLE EXISTING CANAL EXISTING LANDSCAPE ISLAND TO REMAIN EXISTING LANDSCAPE BUFFER NEW 10' LANDSCAPE BUFFER NEW RETAINING WALL NEW 10' LANDSCAPE BUFFER EXISTING LANDSCAPE BUFFER EXISTING RAMP NEW CHANTICLEER PEAR TREE, TYP. OF (5) PROVIDE ROOT BARRIERS LANDSCAPE MULCH EXISTING BUILDING 2032 SF SURFACE MOUNT BIKE RACK EXIST. AC 8'X12' MIN. INTERIOR TRASH ENCLOSURE 6' VINYL FENCE W/ 12' OPENING EXIST. ASPHALT EXIST. PARKING (2) NEW PARKING 2 0 ' - 0 " DASHED LINE INDICATES FUTURE CROSS ACCESS EASEMENT SAWCUT EXISTING ASPHALT FOR 5' LANDSCAPE BUFFER. ACHD TO INSTALL CURB & GUTTER AS A PART OF FUTURE ROAD IMPROVEMENTS. VARIGATED DOGWOOD SHRUB, TYP. OF (10) WHEEL STOPS 45' - 0" 30' - 0" 118' - 0" NOTE: LANDSCAPE BUFFER AT FAIRVIEW MUST PROVIDE 70% COVERAGE OF MULCH. 10 ' - 0 " DASHED LINE INDICATEDS CLEAR VISION TRIANGLE. NO LANDSCAPE ABOVE 3' HIGH AT EITHER SIDE OF DRIVE AISLE MEASURED 20' WIDE BY 10' DEEP FROM PROPERTYLINE 1 0 ' - 0 " ASTM 55 SCH. 40 GALV. O.D. STEEL PIPE FACTORY PRIMED, PAINTED BLACK 4" CONCRETE SIDEWALK OVER COMPACTED FILL (95% MIN) 12 "Ø x 1'-0" DEEP CONCRETE BASE ANCHOR 2' - 1 0 " MI N . LANDSCAPE NOTES: 1. THE TOP 3" OF SOIL (1" MINUS) IN PLANTING BEDS/NON -TURF AREAS SHALL BE COVERED W/SMALL BARK CHIPS AFTER PLANTING. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 3. OTHER VARIETIES WITH SIMILAR GROWTH HABIT AND EXACT CONDITIONS REQUIREMENTS MAY BE USED. 4. MIXED BULBS -PROVIDE MIXED COLOR EARLY SINGLE FLOWERING EMPEROR AND GREIGIL AND MID -SPRING FLOWERING DARWIN HYBRID. TOP SIZE 12 CM. PLANT IN FALL 4" DEEP, 8" o.c. 5. MULCH SHALL BE PLACED A MINIMUM OF 2" AWAY FROM ANY PLANT TRUNK OR STEM. 6. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, I.E. . . .FROM BEING BLOWN OVER, PLANTED W/LOOSE ROOT BALL, ETC. 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER -REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION I MMEDIATELY W/THE SAME SIZE & SPECIES AT NO COST TO THE OWNER. 8. ALL EXISTING TREES, PLANTS, SOD, AND ROCK OUTCROPPINGS IN SETBACK AREAS TO REMAIN OR TO BE RELOCATED OR REPLACED AS NEEDED. 9. RE -USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHERE NECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON -SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR B) IMPROVE ON -SITE WITH METHODS APPROVED BY ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. IMPORTED TOPSOIL SHALL BE OBTAINED FROM A LOCAL SOURCE OR AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND ON PROJECT SITE. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, AND GENERAL TEXTURE BY A RECOGNIZED GOVERNMENT AGENCY. 10. IN ALL PLANTER BED AND LAWN AREAS, THE TOP 6" INCHES OF TOPSOIL WILL BE AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO -TILL ORGANIC MATTER A MINIMUM OF 6" INTO TOPSOIL. ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL AND 3 PARTS COMPOST/ORGANIC MATTER, BY VOLUME. 11. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF OF 18" TOPSOIL, SOD AREAS A MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS, AND 1/2" IN LAWN AREAS. 12. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. 13. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 14. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. 15. EACH HYDRO -ZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. 16. POP -UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 18" AT PLANTER BEDS, 4" AT LAWN AREAS. 17. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEMS OR POP -UP SPRAY SYSTEMS. ANNUALS, PERENNIALS, GROUND COVERS, OR SHRUB MASSINGS SHALL HAVE A POP -UP SPRAY SYSTEM. 18. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: -PRECISE INDIVIDUAL STATION TIMING -RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES -AT LEAST ONE PROGRAM FOR EACH HYDROZONE -SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN -OFF 19. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVI DUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO -ZONES. 20. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO -ZONES. 21. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. 22. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS SIDEWALKS, DRIVEWAYS, AND PARKING AREA. 23. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY AS PER CITY OF MERIDIAN STANDARDS (SEE DETAIL THIS PAGE), KEEPI NG FREE OF ROCKS AND/OR OTHER DEBRIS DURING INSTALLATION. 6' - 6" 6' - 6" 12' - 0" 12' - 0" 8' - 0" 3' - 6 " 3' - 0 " 3" 2' - 0 " 2' - 0 " 4' - 0 " 8' - 0 " SL O P E 1. 5 % M A X 1 2 0 .0 0 ° DUMPSTER (5) PIPE BOLLARDS, TYP. NOTE: CONTRACTOR TO VERIFY TRASH REQUIREMENTS WITH TRASH SERVICE. 6" CONC. SLAB VINYL FENCE POST WELDED HINGES VINYL FENCING OVER WELDED STEEL GATE FRAME. TS 2"X4"X1/4" VINYL FENCING OVER WELDED STEEL GATE FRAME. TS 2"X4"X1/4" FRONT SIDE BACK 6' - 0 " 6' - 0 " 6' - 0 " LICENSED ARCHITECT AR 12715 MARLA J. CARSON STATE OF IDAHO CL I E N T : JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY DATE 12.21.17 17134 AA A V a c u u m & S e w i n g 41 2 E . F a i r v i e w Me r i d i a n , I D 8 3 6 4 2 A-101 Jo s e p h B u c h i n s k i y SITE/ LANDSCAPE PLAN MJC 6.23.17 1" = 20'-0" 4 Site/Landscape - New EXISTING CANAL 3/4" = 1'-0" 5 Bike Detail 1/2" = 1'-0" 2 Shrub Planting Detail 1/2" = 1'-0" 3 Tree Planting Detail 1/4" = 1'-0" 1 Trash Enclosure NO. DESCRIPTION DATE A Site Schematic 07.07.17 B CZC 07.11.17 C CZC Revisions 10.09.17 D CZC Revisions 10.30.17 E CZC Revisions 12.21.17