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2020-01-27 Revised Idaho foodbank DR resubmission1 INTERIOR ELEVATION DETAIL SECTION DOOR NUMBER WINDOW NUMBER WALL TYPE COLUMN GRID REVISION ROOM NAME & NUMBER LEVEL 1 24 3 A1.01 A2.11 BUILDING ELEVATION 1 A Name Elevation A1.01 1 SIM abbreviations symbols eA general notes vicinity map graphics legend drawing schedule ecitk fax. (208) 331-9035 adrienne@erstadarchitects.com ph. (208) 331-9031 boise, id. 83702 310 n 5th street architectural erstad ARCHITECTS 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BE DAMAGED DURING THE COURSE OF THE WORK. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES AND ORDINANCES. 8. PREMISES TO BE `BROOM CLEAN' AND EMPTY OF ALL LOOSE ITEMS AND DEBRIS AT ALL TIMES. 7. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTORS CLOSE-OUT PACKAGE. 1. GENERAL CONTRACTOR SHALL CONSULT WITH ARCHITECT TO RESOLVE ANY CHANGES, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL COORDINATE AND MANAGE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO, ARCHITECTURAL DRAWINGS AND CONSTRUCTION AGREEMENT CONTRACT. not to scale 9. DO NOT SCALE DRAWINGS PLASTIC LAMINATE MASONRY RIGID INSULATION SYMBOL WOOD FRAMING SHEATHING, AS SPECIFIED WOOD BLOCKING METAL STUD CLAY MASONRY CONCRETE ACOUSTIC CEILING TILE BATT/SOUND INSULATION GYPSUM BOARD GRAVEL BASE EARTH electrical engineermechanical engineer adrienne lane-martin karar@tikkerengineering.com ph. (208) 658-0218 boise, id. 83709 9384 w. overland rd tikker kara rouseselle A shane@eciboise.com ph. (208) 376-9820 boise, id. 83705 303 federal way eci shane jensen Room name 101 101A A A1.01 1 #NUMBER OR POUND ⌀DIAMETER ∠ANGLE @ AT &AND ℄CENTERLINE AB ANCHOR BOLT ACT ACOUSTIC TILE ADJ ADJUSTABLE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ASSOC ASSOCIATED BD BOARD BFC BROOM FINISH CONCRETE BLDG BUILDING BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BSMT BASEMENT BTWN BETWEEN CAB CABINET CARP CARPET CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNITS CO CLEAN OUT COL COLUMN CONC CONCRETE CONST CONSTRUCT CONT CONTINUOUS CORR CORRIDOR CPT CARPET CSK COUNTERSINK CT CERMAIC TILE CWB CAPILLARY WATER BARRIER DBL DOUBLE DEPT DEPARTMENT DT DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DISP DISPENSER DN DOWN DS DOWNSPOUT E EXISTING MATERIAL EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EC EXISTING CONCRETE EM ENTRANCE MAT EPLS EXISTING PLASTER EQ EQUAL EQUIP EQUIPMENT ESTR EXPOSED STRUCTURE (NEW OR EXISTING) EFIS EXTERIOR FINISH & INSULATION SYSTEM EXIST EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FF FACTORY FINISH FFE FINISH FLOOR ELEVATION FIN FINISH FLR FLOOR FND FOUNDATION FOF FACE OF FINISH FOS FACE OF STUDS FT FEET FTG FOOTING GA GAUGE GALV GALVANIZED GWB GYPSUM BOARD HCW HOLLOW CORE WOOD HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HW HARDWOOD ICMU INTEGRAL COLORED CONCRETE MASONRY UNITS ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR INV INVERT JAN JANITOR JST JOIST JT JOINT LAB LABORATORY LAM LAMINATE LAV LAVATORY LE LATEX ENAMEL- LOW LUSTRE LF LATEX FLAX LSF LATEX SEMI GLOSS MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MET METAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTG MOUNTING NA NOT APPLICABLE NB NO BASE (EXPOSED WALL OR FOUNDATION) NC NEW CONCRETE NIC NOT IN CONTRACT NM NEW MASONRY NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OPNG OPENING OTS OPEN TO STRUCTURE OVF OVERFLOW PLAST PLASTIC PLYWD PLYWOOD POX EPOXY PAINT PR PAIR R THERMAL RESISTANCE RWB RUBBER WALL BASE RD ROOF DRAIN RDL RAIN DRAIN LEADER RE:REFERENCE REFRIG REFRIGERATOR REINF REINFORCING REQ REQUIRED RM ROOM RO ROUGH OPENING RW REDWOOD RWC RAIN WATER CONDUCTOR SCHED SCHEDULE SCW SOLID CORE WOOD SEAL SEALER (FLOOR) SGE SEMI GLOSS ENAMEL SGWB SUSPENDED GYPSUM WALL BOARD SHT SHEET SHTG SHEATHING SIM SIMILAR SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STC SMOOTH TROWELED CONCRETE STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL T&G TONGUE AND GROOVE TEMP TEMPORARY TS TUBE STEEL TWC TEXTILE WALL COVERING TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VWC VINYL WALL COVERING W WASHER W/WISH WC WATER CLOSET WCT WASHABLE CEILING TILE WD WOOD WH WATER HEATER W/O WITHOUT WP WATERPROOF WRGB WATER RESISTANT GYPSUM BOARD WT WEIGHT WWF WELDED WIRE FABRIC se structural engineer fax. (000) 000-0000 davids@structuraledge.com ph. (208) 501-2289 boise, id. 83714 5509 n glenwod st structural edge dave sansotta sr landscape architect will@stackrockgroup.com ph. (208) 345-0500 boise, id. 83702 405 s. 8th st. suite #154 stackrock group will howard csw civil engineer cgraham@cswengineering.com ph. (208) 345-3874 boise, id. 83706 333 w. rossi st, suite 300 civil site works corinne graham project description SUMMARY RENOVATE AN EXISTING 102,302 SF WAREHOUSE BY ADDING A 26,752 SF OFFICE SPACE AND ADD A NEW 1,103 SF ENTRY LOBBY FOR THE IDAHO FOOD BANK PROJECT NAME: THE IDAHO FOOD BANK PROJECT ADDRESS: 3630 EAST COMERICAL COURT MERDIAN, IDAHO 83642 PROJECT NUMBER: 190908 LEGAL DESCRIPTON: COMMERCE PARK SUBDIVISION BLOCK 2,SOUTH OF PORKY PARK SUBDIVISION NO. 2 SOUTHEAST CORNER: N88 28' 17" W 5.12' PARCEL: R1527260182 & R1527260202 LAND USE ZONE: I - L SITE AREA: LOT 5: +/- 2.653 ACRES LOT 6: +/- 2.512 ACRES PARKING EXISTING SPACES: 58 RELOCATED SPACES: 17 NEW SPACES: 47 TOTAL SPACES: 122 BIKE REQUIRED: 2 BIKE PROVIED: 2 BIKE RACKS andrew c. erstad SITE n eagle rdcommercial ct. e. pine ave. NOT FOR CONSTRUCTION erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2020 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a0.01 cover sheet3630 east commercial courtmeridian, id 83642The Idaho Foodbankkk & tl kp 190908 3630 east commercial court meridian, id 83642 The Idaho Foodbank general no. desc. date DR - 2 a0.01 cover sheet a1.11 site plan L1.00 landscape plan a2.11 first floor plan a2.12 second floor plan a3.11 elevations a3.13 perspectives 01.27.2020 PARKING SUMMARY: EXISTING SPACES: 58 RELOCATED SPACES: 17 NEW SPACES: 47 TOTAL SPACES:122 BIKE PARKING: 2 VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR 2 3 2 4 25 8 10 10 11 12 11 11 5 5 13 8 14 9 6 EAST COMMERICAL COURT N TOUCHMARK AVENUE1 15 17 16 1 1 17 17 6 18 18 6 10 6 6 18 18 18 16 38' - 2 1/2" 19 20 9' - 1" 21 20 20 22 EXISTING: 102,302 SF PROPOSED ADDITION: 896 SF 7 23 24 23 23 610 PROPOSED ALTERATION: 14,391 SF 120' - 4 1/2"1" / 1'-0"18 18 18 14 9 5 5 17 28 28 427 26 18 19' - 0"25' - 6 1/2"19' - 0" 519' - 0"47' - 6 1/2"19' - 0"26' - 8"30' - 0"35' - 6"29 TYP. 60' - 0" 12' - 0"20' - 0"1 8 ' - 0 "MAINTAIN CLEAR DURING TRASH PICK UP DAY 120.0°EASEMENT10' - 0"EASEMENT 5' - 0"EASEMENT22' - 6"31 TYP. 5' - 0" 19' - 0"25' - 0 1/2"19' - 0" 19' - 1 1/4"25' - 5 1/4"19' - 0" 32 32 32 3333 12' - 0"12' - 0"3434 34 34 34 general notes: A. THIS SITE PLAN IS PROVIDED FOR GENERAL COORDINATION PURPOSES. REFER TO AND COORDINATE WITH RESPECTIVE CIVIL, LANDSCAPE, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL SPECIFIC INFORMATION. B. COORDINATE WITH CIVIL DRAWINGS FOR ALL UTILITY LOCATIONS, FINAL GRADING & DRAINAGE. C. CONTRACTOR TO VERIFY ALL LOCATIONS AND DIMENSIONS IN THE FIELD. D. RE: GEOTECH ENGINEERING REPORT FOR SOIL BEARING PRESSURES, EXISTING SOIL CONDITIONS, AND CONSTRUCTION CONSIDERATIONS. E. RE: LANDSCAPE DRAWINGS FOR PLANTINGS. F. RE: ELECTRICAL AND BUILDING ELEVATIONS FOR BUILDING MOUNTED EXTERIOR LIGHTING. keynotes: 26.NEW TRASH CONTAINER, (2) 8-YD 27.NEW TRASH ENCLOSURE, DRILL WIND STOPS INTO ASPHALT TO HOLD DOOR IN OPEN POSITION AND IN CLOSED POSITION 28.RELOCATED PARKING SPACES 29.CONCRETE CONTROL JOINT, SEE DETAIL 30.NEW BOLLARD, SEE DETAIL 31.WHEEL STOP, SEE DETAIL 32.KEEP PARKING -OUTSIDE OF EASEMENT AREA 33.ADD NEW CURB TO ROUND OUT ENTRY DRIVE 34. EXISTING LANDSCAPE, SEE LANDSCAPE PLAN FOR MODIFICATIONS & UPGRADES 0keynotes: 1. PROPERTY LINE 2. NEW PLANTER BED 3. NEW ENTRY 4. NEW SIDEWALK 5. NEW PARKING SPACES, 9' x 19' 6. EXISITING PARKING 7. EXTEND LANDSCAPE BUFFER 8. EXISTING HVAC AND CONDENSER UNITS TO REMAIN 9. RE-STRIPE PARKING SPACINGS 10. EXISTING TRUCK DOCKS 11. EXISTING RAMP 12. NEW TRUCK RAMP, SEE DETAIL 13. CONCRETE SLAB FOR METAL STORAGE SHED 14. PLANTER BED MOVED TO ALIGN PARKING 15. NEW ADDITION 16. PROPERTY LINE TO BE REMOVED 17. EASEMENT 18. NEW PARKING ISLAND, SEE LANDSCAPE 19. EXISTING SIDEWALK 20. EXISTING FENCE 21. EXISTING BOLLARDS TO BE REMOVED 22. EXISTING TRASH ENCLOSURE 23. ADA SIGN, SEE DETAIL 24. 2 BIKE RACKS, SEE DETAIL 25. NEW METAL ENTRY STAIR 0 NOT FOR CONSTRUCTION erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2020 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a1.11 site plan3630 east commercial courtmeridian, id 83642The Idaho FoodbankChecker Author 01.27.2020 190908 3/64" = 1'-0" Site Plan TRUE NORTH no. desc. date 895 sf 6,842 sf 2,134 sf 9,074 sf 1,591 sf 4,101 sf landscape calculations adding: 895sf + 2,134sf + 2,016sf = 5,045 sf modifying: 6,842sf + 9,074sf + 1,492sf = 17,408 sf existing to remain: 1,401 sf removing: 1,591 sf 1,492 sf parking islands 2,016 sf DR - 2 FEC DNDNDNFECFEC FECFEC FUTURE DRYSTORAGE10909 SFDRY STORAGE EAST3330 SFCOOLER9997 SF-10 FREEZER3406 SFCOLD DOCK143 SFFIRE RISER752 SFVOLUNTEER CENTER110 SFMTG RM498 SFLOBBY376 SFCONFERENCE836 SFTEACHING KITCHEN248 SFSCULLERY /JAN.570 SFCONFERENCE77 SFSTORAGE110 SFOFFICE152 SFOFFICE58 SFNEW SINGLE USER222 SFHALL460 SFHALL277 SFHALL289 SFHALL2718 SFRECEIVING69 SFELEVATOR58 SFSINGLE USER64 SFSINGLE USER59 SFJANITOR61 SFSTORAGE134 SFLOCKER ROOM109 SFELECTRICAL139 SFWEST STAIR103 SFMENS108 SFWOMENS93 SFJAN / MECH97 SFEAST STAIRnew slab141b20311 SFDRY STORAGE WEST155 SFINVENTORY CONTROL479 SFBREAKROOM2162 SFREPACK ROOMFLOORSCALE133 SFRECEPTION176 SFVOLUNTEER OFFICE3246 SFRECEIVINGDNDNDNDN141a38'-2 1/2"UTILITIESREMOVE MAPLE, CLASS II TREE UNDEROH LINES HAS BEEN COMPROMISED TOOVER PRUNING-TRIMMINGCLASS I TREES UNDER OHLINES ONLY (13 TOTAL TREESREQUIRED, 14 PROVIDEDCLASS II TREES,CANOPIES TO TOUCHAT MATURITYEXISTING TO REMAINEXISTING TREES TO REMAIN,PRESERVE & PROTECTLOCATIONS APPROX.ADJUST SHRUBS AS NEEDEDENHANCED ENTRY, SCOREPATTERN & PLANTER POTSEXISTINGTREES TOREMAIN,PRESERVE& PROTECTEXISTING CONIFER,PRUNE UP 4'EXISTING TREE RESTRICTSNEW TREE PLANTING HERE9"'13'-6"'6'-0"'3'-0"'3'-0"'3'-0"'3'-0"'3'-0"'9"'5'-2"'4'-57 16"'4'-67 16"'PLANTER POTS FOR ANNUALSTREESBOTANICAL / COMMON NAMECONTCALSIZEQTYREMARKSPicea abies `Cupressina` / Columnar Norway Spruce8"520`H x 5`WPinus sylvestris `Pom Pom` / Scotch PineB&B3`-5` H215`H x 10`WPrunus virginiana `Canada Red` / Canada Red ChokecherryB&B2"Class I1820`H x 20`WTilia cordata `Greenspire` / Greenspire Littleleaf LindenB&B2"Class II645`H x 35`WSHRUBSBOTANICAL / COMMON NAMECONTFIELD2SIZEQTYREMARKSArtemisia x `Silver Mound` / Powis Castle Artemisia1 gal122`-3`H x 2`-3`W - DROUGHT TOLERANTCalamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass2 gal975.5`H x 3`W - DROUGHT TOLERANTCaryopteris x clandonensis `Blue Mist` / Blue Mist Shrub2 gal83`H x 3`W - DROUGHT TOLERANTDaphne x burkwoodii `Carol Mackie` / Carol Mackie Daphne2 gal72.5`H x 4`W - DROUGHT TOLERANTNassella tenuissima `Pony Tails` / Mexican Feathergrass1 gal3312"H x 24"WRhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal452.5`H x 12W - DROUGHT TOLERANTYucca filamentosa `Color Guard` / Adam`s Needle3 gal153-6`H x 2`-3`W - DROUGHT TOLERANTPLANT SCHEDULELAWN:Preserve & protect existing, adjust only as needed per new planter bedsRepair & replace damaged-dead-dying lawn with new sod per notes.Steel edging per notes.3' Tree rings around all trees in lawn;steel edging & mulch to match other beds.LANDSCAPE REQUIREMENTSCODE REQUIREMENTS PER MERIDIAN CITY CODESTREET BUFFER: *1 TREE PER 35LF·STREET NAME LENGTH (LF) TREES/SHRUBS REQUIREDTREES/SHRUBS PROVIDED·E. COMMERCIAL ST.463'135 - (10 EXISTING) - 15 TOTAL·N. TOUCHMARK AVE.385'116 - (7 EXISTING) - 13 TOTALPARKING LOT:*1 TREE PER PARKING ISLAND/TERMINAL PLANTER·PLANTERS TREES REQUIREDTREES PROVIDED·444MINIMUM PLANT SIZES:PLANT TYPE:MINIMUM SIZE*EVERGREEN TREES: 6'-0" HT. MIN.*ORNAMENTAL TREES:2" CALIPER MIN.*SHADE TREES:2" CALIPER MIN.*WOODY SHRUBS: 2 GAL. MIN.212"TOP TWO STRUCTURALROOTS: <3" BELOW TOPOF ROOTBALL.LOWEST STRUCTURALROOT <5" BELOW TOP OFROOT BALL612"NOTES:1.DO NOT DAMAGE OR CUT LEADER2.DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES.3.TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANY TREES DISTURBEDFROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED ATCONTRACTOR'S EXPENSE.4.WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION.5.REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP 13 OF THE ROOTBALL.6.5' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3" OF MULCH MIN. DONOT PLACE MULCH WITHIN 2" OF TRUNK OF TREE.GRAFT VISIBLE ABOVE SOILLINESOIL LINE OF THE TOP OFTHE ROOT BALL AFTERREMOVING EXCESS SOIL.2-3" OF MULCHBACKFILL MIX SEENOTES ANDSPECIFICATIONS.COMPACT SOIL UNDERROOTBALL TO 90% PROCTOR.CUT AND FOLD WIREBASKET FROM TOP OFROOTBALLSOIL SAUCER >3" HIGHREMOVE AT END OFPROJECTBALL & BURLAP TREE PLANTING3/4" = 1'-0"13293-01MULCH 2" MIN.AWAY FROM TRUNKOF PLANT.LAWN OR PAVINGBALL AND BURLAP PLANT (IFCONTAINER - GROWN PLANTWITH ROOTS LOOSENED ANDPULLED OUT TO PREVENTPLANT FROM BECOMING ROOTBOUND)SOIL SURFACEROUGHENED TOBIND WITH NEW SOILFOLD BURLAP FROM TOPOF ROOT BALL DOWNINTO GROUND; SET TOPOF BALL FLUSH WITHFINISH GRADE12" TO 18" FORLARGER SHRUBROOT BALLS,MAKE DEPTH MIN.4" DEEPER THANBALL)3" DEEP MULCH MIN.NOTE:REMOVE ALL TAGS, TWINE OROTHER NON BIODEGRADABLEMATERIALS ATTACHED TO PLANT ORROOT MASS.BACKFILL SHALL BE 100% TOPSOIL.WATER SETTLE ALL PLANTINGS TOENSURE PLANT ROOTBALLMAINTAINS 12" HEIGHT ABOVEEXISTING SOILS WHEN COMPLETE.SHRUB PLANTING1" = 1'-0"2329333-03MOUND PLANTER 3.5" ABOVE TOP OFCUBTOP SOIL DEPTH ASSPECIFIEDTOP SOIL DEPTH ASSPECIFIEDPROVIE 1' MIN STEP SPACEFOR ADJACENT PARKINGEACH SIDE, TYPFINISHED GRADE .5"BELOW TOP OFCURB, TYPCURB, 6" OROTHER PERCIVIL, TYP1'-0"FGFGNOTE:*CURB & ADJACENT PAVEMENT PER CIVIL OR HARDSCAPE PLANS*TREE & SHRUB TO BE INSTALLED PER RESPECTIVE DETAILS*PLANTS & MULCH PER PLANPLANTER ISLAND DETAIL3/4" = 1'-0"3P-CO-01WILLET C HOWARD, PLAOFFICE: (208) 345.0500 EMAIL:WILL@STACKROCKGROUP.COMwww.STACKROCKGROUP.COMTHE GRAPHICS AND DESIGNSON THIS SHEET AREDELIVERABLES THAT REMAINAT ALL TIMES PROPERTY OFSTACK ROCK GROUP, INC.REPRODUCTION OR REUSE OFTHIS PRODUCT CONTAINEDHERE IN IS PROHIBITEDWITHOUT THE WRITTENCONSENT OF STACK ROCKGROUP, INC.©2019 STACKROCK GROUP, INC.LANDSCAPEARCHITECTURE& MASTER PLANNING(208) 345-0500404 S 8th St. #154Boise, ID 83702StackRockGroup.comX:\19 Projects\190908 The Idaho Foodbank\11 drawings\02 revit\cad exports\IdahoFoodbank_kris-egggreen-887258.jpg erstaddate:drawn:checked:project:This document is theproperty of erstadARCHITECTS and isprotected by U.S. andinternational laws. Use,reproduction, ormodification of thisdocument without firstobtaining writtenpermission of erstadARCHITECTS is prohibited.This document may not beused in any unauthorizedmanner.©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA 310 n. 5th street, boise idaho 83702L1.00LandscapePlan3630 east commercial court meridian, id 83642 Idaho Foodbank JBMW11.22.2019190908DDSetno.desc.dateLANDSCAPE PLAN: ENTRYWAY ENLARGEMENT: 0feet601" = 30'3090120NORTHLA-16830RETSUBNESS EJ *OHADIFOETATS *LICENSEDLANDSCAPEAR C HITECT01-24-20NOT FOR CONSTRUCTION1" = 5'1.REGULATIONS & STANDARDS1.1.All contractor work shall be conducted in accordance withISPWC (Idaho Standard Public Works Construction), 2017(or most recent published); and City of Meridian, ID codes,standards and state and local regulations.2.EXISTING CONDITIONS2.1.All utilities shall be located prior to construction andprotected. Any damage to structures, utilities or concretewill be replaced at contractor's expense.2.2.The site has many existing improvements such asunderground utilities, curb and gutter, light poles andsidewalks.2.3.See Engineer's plans for information about existingfeatures.2.3.1.Refer to civil plans for all existing and/or proposed drainagepipes & locations, utilities. Protect all drainage at alltimes, protect all utilities at all times.3.GRADING & SITE PREPARATION3.1.Prepare finish grades for planting by grubbing andremoving weeds. If necessary apply Round-Up (orequivalent herbicide), using a certified applicator. Removerocks and other materials over 2".3.2.All gravel overprep to be removed and disposed of off site.3.3.Finish grade to be smooth transition to allow for entire siteto be a natural flowing space.3.4.Fine grade lawn areas to elevations set by Engineer's planswith positive drainage away from structures.3.5.Refer to Engineer's plans for grading information & for alldrainage pipes and locations. Protect and retain drainageat all times.3.6.No pooling or standing water will be accepted per industrystandards.4.SOILS4.2.Lawn areas shall receive 12" min depth of screened topsoil.4.3.All planter beds shall receive 18" min depth of screenedtopsoil.4.4.Reuse of existing topsoil that has been stockpiled on site ispermitted if:4.4.1.Topsoil is tested and analyzed to ensure a proper growingmedium. Provide additional amendments asdetermined by soil tests.4.4.2.Topsoil is to be loose, friable sandy loam that is clean andfree of toxic materials, noxious weeds, weed seeds,rocks, grass or other foreign materials.4.4.3.Topsoil shall have a ph of 6.5 to 8.0.4.4.4.If on site topsoil does not meet these minimum standardscontractor is responsible for providing approvedimported topsoil or improving onsite topsoil per theapproval of the project manager.4.5.If imported topsoil is used it must be from a local sourceand be screened free of any debris or foreign matter.Topsoil must not contain rocks, sticks, lumps, or toxicmatter and has a pH of 6.5-8.0.4.6.Smooth, compact, and fine grade topsoil in lawn areas tosmooth and uniform grade .5" below adjacent surfaces.4.7.Amend all new plantings with 2 parts topsoil, 1 partcompost.5.LAWN AREAS5.1.Repair & replace existing lawn as needed.5.2.New Lawn: Sodded lawn to match existing, only new asneeded.5.3.Sodded lawn to be regionally/locally harvested, lay sodwithin 24 hours of harvesting.5.4.Lay sod to form a solid mass with offset, tightly fitted jointson even grades.5.5.All lawn areas adjacent to planter beds, gravel areas, oraggregate pathways shall have 4" black steel edginginstalled per manufacturer recommendations. Otherapplications to be approved by owner and landscapearchitect.5.6.Lawn adjacent to buildings, structures shall be a minimumof 18" away from foundations. Lawn adjacent to fences orother screening elements shall be a minimum of 9" away.5.6.1.Install 38" chips or other approved gravel mulch type in mowstrip at a depth of 3" over commercial grade weedbarrier fabric installed per manufacturerrecommendations.5.7.Provide tree rings with a minimum 3' diameter around alltrees located in lawn, mulch type & installation/applicationto match all other planter beds.7.PLANTER BED MULCH7.1.All planter beds to receive 2" depth of 38" chips, angularwashed color black & gray rock mulch or approved equal,submit for approval prior to placement. Install overcommercial grade weed barrier fabric per manufacturerrecommendations.8.PLANTS8.8.All plant material shall be installed per industry standards.8.5.All plant material shall meet or exceed the minimum federalstandards as regulated by ANSI z60.1, American Standardfor Nursery Stock. Plants not meeting these standards forquality, or plants determined to be unhealthy by Owner'srepresentative, will be rejected.8.6.All Ball and Burlap trees to be installed per Balled andBurlapped planting detail. All shrubs to be installed perdetail.8.7.Trees and shrubs over 30" shall not be planted within clearvision triangles.8.8.Fertilize all trees and shrubs with 'Agriform' planting tabletsor approved equal. Apply per manufacturersrecommendations.9.IRRIGATION9.1.Irrigation system shall be built to the followingspecifications:9.1.1.Adhere to city codes when connecting to city water.9.1.2.All irrigation material to be new with manufacturers'warranty fully intact.9.1.3.Install outdoor rated controller in specified location on plan,in a lock box with 2 keys. Coordinate with projectmanager and general contractor on exact location.9.1.3.1.Controller to have On/Off rain switch or rain shutoff device that does not alter program.9.1.4.2-wire system to be installed per manufacturersrecommendations. follow all recommended groundingand wire splice recommendations.9.1.5.All remote control valves (including master control valve) tohave flow control device.9.1.6.Irrigation system piping to be minimum class 200 PVC orapproved equal, sleeves to be double the size of pipeslocated within, all wires to be contained in separatesleeves 1-1/2" dia min.9.1.6.1.All pipe above 3" caliper to be gasketed, withapproved joint restraints at all 45, TEE, ELL, 22,11.9.1.7.Use common trenching where possible..9.1.8.All PVC located under hardscapes to be schedule 40 PVCwith same req's as above.9.1.9.All wires to be Paige wire 7350 or 7351 direct bury wire at aminimum of 12" below finished grade.9.1.10.Connect mainline to point of connection inapproximate location shown on plan.9.1.11.Contractor is responsible complying with all codes andpaying all permits necessary.9.1.12.Sprinkler heads shall have matched precipitationwithin each control circuit. Velocities shall not exceed5 feet per second.9.1.13.All drip irrigation to be buried 2" below finished grade.9.1.14.Water schedule to be provided at a min of 80%evapotranspiration as determined by the local ET.9.1.15.Install all irrigation per irrigation drawings. utilizematerial specified or approved equal.9.2.Contractor shall confirm the static water pressure at leastfive days before construction begins and to contact thelandscape architect in writing if the pressure is below 80psi.9.3.If any discrepancies are found, then local codes shallprevail.10.CONTRACTOR RESPONSIBILITIES10.1.Estimated quantities are shown for general reference only.Contractor shall be responsible for all quantity estimates.10.2.All plant material and workmanship shall be guaranteed fora period of one year beginning at the date of Acceptanceby Owner. Replace all dead or unhealthy plant materialimmediately with same type and size at no cost to Owner.10.3.Landscape contractor to turn in as built drawings at the endof project. Substantial completion will not be granted until 2copies @ 1"=20' scale are turned in and approved byowner's representative.11.In the event of a discrepancy, notify the Landscape Architectimmediately.LANDSCAPE NOTES: FECFECFEC FECFEC B1 B3 B5B2B4 B6 Be Bf Bg B5.7 Beb B2.7 Bea Bfa B7 Bh Bga Bgb B1.9 Bda CONFERENCE 111 ELECTRICAL 103 WEST STAIR 112 SCULLERY /JAN. 109 CONFERENCE 108STAGING 147 TEACHING KITCHEN 107 HALL 110 HALL 106 STORAGE 104 HALL 121 OFFICE 129 FIRE RISER 134 HALL 133 OFFICE 132 LOCKER ROOM 131 NEW SINGLE USER 145 EAST STAIR 127 JAN / MECH 126 MTG RM 102 LOBBY 100 VOLUNTEER CENTER 122 DRY STORAGE EAST 141 INVENTORY CONTROL 116 BREAKROOM 114 REPACK ROOM 120 DRY STORAGE WEST 156 MENS 125 WOMENS 124 AGENCY DOCK 118 B2.3 B2.8 VOLUNTEER OFFICE 123 JANITOR 146 SINGLE USER 148 SINGLE USER 149 NEW TRUCK RAMP B3.4 NOT FOR CONSTRUCTION erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2018 phone: (208) 331-9031 faz: 331-9035 e-mail: mail@erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 first floor plan3630 east commercial courtmeridian, id 83642The Idaho FoodbankChecker Author 190908 no. desc. date 1/8" = 1'-0" first floor 01.27.2020 DR - 2 FEC FEC FEC B3 B5B2B4 Be Bf Bg Beb B2.7 Bea Bfa Bh Bga Bgb B1.9 PAYROLL 221 OFFICE 222 OFFICE 223 OFFICE 224 OFFICE 225 GIFT 211 HR 208 OPEN OFFICE 206 MTG RM 205 MTG RM 204 OFFICE 203 WEST STAIR 212 HALL 240 OPEN OFFICE 202 SERVER 231 NEW WOMENS RR 229 NEW MENS RR 228 HALL 239 MTG ROOM 233 MTG ROOM 232 OPEN OFFICE 200 STORAGE 201 ELEV X241 COPY ROOM 226 EAST STAIR 227 OFFICE 245 OFFICE 246 OFFICE 247 ELEVATOR EQUIPMENT 242 B2.3 B2.8 NOT FOR CONSTRUCTION erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2018 phone: (208) 331-9031 faz: 331-9035 e-mail: mail@erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 second floor plan3630 east commercial courtmeridian, id 83642The Idaho FoodbankChecker Author 190908 no. desc. date 1/8" = 1'-0" second floor DR - 2 01.27.2020 DR - 2 first floor +100' -0" second floor +112' -9" B1 B3 B5B2B4 ground level +96' -6" B6 Parapet +128' -3" B5.7 roof @ south wall +125' -10" B2.7 B7 B8 B9A7A8A6A1A2A3A4A5B1.9 B2.3 B2.8 first floor +100' -0" second floor +112' -9" ground level +96' -6" Bc Bd Be Bf Bg Parapet +128' -3" roof @ south wall +125' -10" BebBea BfaBa BhBgaBgbBjBkBlBmBnBbBda first floor +100' -0" second floor +112' -9" B1B3B5B2B4 ground level +96' -6" B6 Parapet +128' -3" B5.7 roof @ south wall +125' -10" B2.7B7B8B9 A7A8 A6 A1A2A3A4A5B1.9 16' - 3"B2.3B2.8 first floor +100' -0" second floor +112' -9" ground level +96' -6" BcBdBeBfBg Parapet +128' -3" roof @ south wall +125' -10" Beb BeaBfa BaBhBgaBgbBjBkBlBmBnBbBda NOT FOR CONSTRUCTION erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2020 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a3.11 elevations3630 east commercial courtmeridian, id 83642The Idaho Foodbankkk/tl kp 190908 1/16" = 1'-0" south1 1/16" = 1'-0" west2 1/16" = 1'-0" north3 1/16" = 1'-0" east4 no. desc. date first floor +100' -0" second floor +112' -9" B1 B3 B5B2B4 ground level +96' -6" B6 Parapet +128' -3" B5.7 roof @ south wall +125' -10" B2.7 B7 B8 B9A7A8A6A1A2A3A4A5B1.9 B2.3 B2.8 1/16" = 1'-0" south1 MT - A EXISTING CMU MT - B METAL SIDINGVERTI-LINE SERIES PROFILE T10-CPAINTED PT - A MATTE BLACK PT - B OLD TOWN GREY PT - C SLATE GREY MT - C ALUMINUM METAL CANOPYDARK GREY MT - D ALUMINUM METAL CANOPYPATRIOT RED PT - D PATRIOT RED PT - E OFF WHITE MT - E ALUMINUM STOREFRONTCLEAR ANNODIZED MT - A MT - APT - C MT - APT - BMT - BPT - C MT - A MT - A MT - A PT - B MT - A PT - CMT - B PT - C MT - A PT - E MT - A PT - E MT - AMT - A MT - B PT - D MT - E MT - EMT - B PT - A MT - C MT - B PT - B PT - A PT - D PT - AMT - CMT - E MT - A PT - D MT - A MT - A MT - BPT - CMT - APT - B MT - C PT - B DR - 2 01.27.2020 DR - 2 NOT FOR CONSTRUCTION erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2020 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a3.13 perspectives3630 east commercial courtmeridian, id 83642The Idaho FoodbankChecker Author 190908 no. desc. date 01.27.2020 DR - 2