HomeMy WebLinkAboutSitePlan_Darigold_V1B L O C K 9 2 U N I O N P A C I F I C R A I L R O A DEXISTING BUILDING144.50'24.18'1
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'190'AUTOMATIC CANTILEVEREDGATE 20' WIDE CLEAR OPENING- SEE DETAIL 1/C502STRIPE WHITE 4"WIDE PARALLELPARKING, TYP.CURB RAMP TYPE A - SEEDETAIL 1/C501CONCRETE CURB, GUTTER& WALK - SEE DETAIL 4/C5016' CHAIN LINK FENCE WITH BARBWIRE - SEE DETAIL 6/C502ACCESS CONTROLLED MANGATE - SEE DETAIL 3/C502DECORATIVEMETAL FENCE -SEE DETAIL 2/C502LEVEL PAVNG FORGATEWHITE STRIPING FORCROSSWALK - SEEDETAIL 13/C501CONCRETE CURB, GUTTER& WALK - SEE DETAIL 4/C501CONCRETE CURB,GUTTER & WALK -SEE DETAIL 4/C501DRY LANDSCAPE BED
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'AUTOMATIC CHAIN LINKCANTILEVERED GATE 20' WIDECLEAR OPENING - SEE DETAIL 6/C5028" CONCRETE PAVING - SEEDETAIL 9/C501ASPHALT PATCH - SEEDETAIL 10/C501ASPHALT PATCH - SEEDETAIL 10/C5016.13'13.85'4
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'0.87'WHITE, 4" WIDEPARALLELPARKING SPACESTRIPINGTYPICALASPHALTPATCH -SEEDETAIL10/C50122.83'ACCESS CONTROLLED MANGATE - SEE DETAIL 3/C502DEPRESSEDCURBFACE WALK -SEE DETAIL 6/C501CONCRETE CURB,GUTTER & WALK -SEE DETAIL 4/C501CONCRETE CURB,GUTTER & WALK -SEE DETAIL 4/C501WHITE STRIPING FORCROSSWALK - SEE DETAIL13/C501CURB RAMP TYPE D - SEEDETAIL 1/C501CONCRETE CURB, GUTTER& WALK - SEE DETAIL 4/C501R5'6'
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'1.95'11.83'20'SOUTH ADA RAMP,SEE DETAIL 14/C501CURBFACE WALK - SEEDETAIL 5/C501DRY LANDSCAPE BED
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DSEE ENLARGEDPLAN 2/C402SEE ENLARGEDPLAN 1/C4024'TRANSITIONFROM 1" CURBTO FLUSH, SEEC201 FORGRADING4
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'8" CONCRETEPAVING, SEE DETAIL9/C501EXISTING ELECTRICBOX TO REMAIN &ADJUSTED TO NEWFINISHED GRADECONCRETEWALK ANDGUTTER LINE,SEE DETAIL8/C5011
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'CHAIN LINK SWING GATE - SEEDETAIL 3/C5026' CHAIN LINK FENCE WITH BARBWIRE - SEE DETAIL 6/C5026' CHAIN LINK FENCE WITHOUTBARB WIRE - SIMILAR TO DETAIL6 & 7/C502DUAL HEIGHT GOOSNECK CARDREADER - SEE DETAIL 1/C503DO NOT ENTER SIGN -SEE DETAIL 4/C5030.5'1.25'WHITE STRIPING FORDIRECTIONAL ARROWPAVEMENT MARKING -SEE DETAIL 3/C503NORTH ADA RAMP,SEE DETAIL 15/C501DETECTOR LOOP -SEE DETAIL 5/C5036' CHAIN LINK FENCE WITHOUTBARB WIRE - SIMILAR TO DETAIL6 & 7/C5021,2,3331,2,333DETECTOR LOOP -SIMILAR TO DETAIL5/C503, BUT LOCATE2' INSIDE GATE2333Architecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONPROJECT NO.DATEMSKTD& AssociatesFORREFERENCEONLYDeveloped Site PlanC40104-14-25A Project for:REV.DATEPERMIT SET4/22/2025 11:18 AM
For technical questions concerningthe drawings or project, contact:Kerry SchoephMSKTD & Assoc.(260) 432-9337Developed Site Plan1" = 10.00'122 N 5th Ave
Caldwell, Idaho 83605
Darigold - Site Upgrades8132 1. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, RADIUS POINTS, ORPAVEMENT MARKINGS, AS SHOWN.2. SAWCUT ALL EXISTING PAVEMENT TO BE REMOVED FOR NEW CONSTRUCTION, INCLUDING,BUT NOT LIMITED TO, ISLANDS, CURBS, WALKS, DRIVES, & UTILITIES.3. WHERE NEW CURBS, WALKS, & PAVING MEET EXISTING, THEY SHALL BE ALIGNED BOTHVERTICALLY & HORIZONTALLY.4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION &REPORT ANY VARIATION TO THE DESIGN ENGINEER BEFORE PROCEEDING WITHCONSTRUCTION.5. PATCH ALL EXISTING ASPHALT WHERE ITEMS SUCH AS POLES, SIGNS, UTILITY TRENCHES,ETC., NECESSARY FOR NEW CONSTRUCTION CAUSE DAMAGE OR LEAVE HOLES INEXISTING PAVEMENT TO REMAIN.6. ADJUST ALL PLATES, LIDS, GRATES, ETC. FLUSH WITH NEW FINISHED GRADE.7. FINAL GRADE ALL DISTURBED AREAS & SEED ALL AREAS.8. COMPACT ALL FILL AREAS IN 8" LIFTS TO 95% MIN. DENSITY PER ASTM D 1557.9. ALL CONCRETE SHALL BE 4000 PSI.10. DOWEL ALL WALKS TO FOUNDATION & ENTRANCES WITH 1/2" SMOOTH STEEL BAR @ 2' O.C.(SIMILAR TO 12/C501)11. ALL PAVING SHALL BE FLUSH WITH FINISHED FLOOR AT ENTRANCES, EXCEPT WHERENOTED OTHERWISE.12. CONTACT DESIGN ENGINEER IF ADDITIONAL DIMENSIONS OR COORDINATES ARE NEEDEDFOR SITE LAYOUT.General Site Plan Notes123PROVIDE A NEW 208V SINGLE PHASE 15-AMP CIRCUIT TO GATE OPERATOR FROM THE NEARESTEXISTING 208V PANEL. BOTH GATE OPERATORS CAN BE ON THE SAME CIRCUIT.PROVIDE 1"C FROM THE BUILDING TO EACH GATE OPERATOR FOR LOW VOLTAGECOMMUNICATION FROM THE PLANT. COORDINATE WITH OWNER ON LOCATION OF THECONDUIT IN THE PLANT.PROVIDE 1"C FROM THE GATE OPERATOR TO EACH OF THE FOLLOWING LOCATIONS.*VEHICLE LOOP*THE OTHER GATE OPERATOR*TO EACH PEDESTAL*TO EACH CARD READER AT MAN GATESElectrical Legend1.ELECTRICAL CONTRACTOR SHALL PAY REQUIRED FEES & OTHER COST NOT BORNE BY THE LOCAL POWER COMPANY TO PROVIDECOMPETE NEW ELECTRICAL SERVICE.2.ELECTRICAL CONTRACTOR SHALL PAY ALL FEES & OTHER COST NOT BORNE BY THE LOCAL TELEPHONE COMPANY TO PROVIDE COMPETENEW TELEPHONE SERVICE.3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATING OF REMOVING ANY OR ALL EXISTING SERVICES, POLES, ETC.(ELECTRIC, TELEPHONE, CABLE TV) AS MAY BE REQUIRED TO ACCOMMODATE ANY NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, &SHALL INCLUDE ALL FEES FOR SUCH WORK IN THEIR BID.4.ELECTRICAL CONTRACTOR SHALL BACKFILL THE EXCAVATION FOR ALL CONDUITS RUN UNDER WALKS & PAVED AREAS WITH BANK RUNGRAVEL OR SAND.5.ALL ELECTRICAL WORK SHOWN ON THIS SHEET IS NEW & BY THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED.6.LOCATE ALL UNDERGROUND UTILITIES PRIOR TO DIGGING. HAND DIG AS REQUIRED.Electrical Site Plan Notes1.THE ELECTRICAL WORK INCLUDES THE LABOR & MATERIALS TO COMPLETELY INSTALL THE ELECTRICAL WORK AS INDICATED.2.THE ENTIRE INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE & APPLICABLE STATE & LOCAL CODES. ESPECIALLY TONEC 250.1943.USE EMT OR RIGID CONDUIT OF 3/4" MINIMUM TRADE SIZE. USE PVC SCH 40 BELOW FLOOR SLAB & EXTERIOR BELOW GRADE. EMTFITTINGS SHALL BE STEEL OF THE SET SCREW OR COMPRESSION TYPE (DIE CAST IS NOT ACCEPTABLE).4.USE COPPER WIRE WITH TYPE THHN, THWN, OR XHHW INSULATION.5.PROVIDE PRESSED STEEL BOXES, SINGLE PIECE (NON-GANGABLE TYPE).6.USE COVER PLATES EQUAL TO P & S .040 INCH 18-8 STAINLESS STEEL.7.EQUIPMENT THAT IS TO BE MOUNTED ON MASONRY WALLS SHALL BE MOUNTED ON UNISTRUT AT LEAST 3/4" FROM WALL.8.SEE SEPARATE SECTION FOR FIRE ALARM SYSTEM REQUIREMENTS.9.TO OBTAIN APPROVAL FOR PRODUCTS OF MANUFACTURERS NOT INCLUDED IN THESE DOCUMENTS, SUBMIT COMPLETE PRODUCTS DATAFOR A/E REVIEW AT LEAST 7 DAYS PRIOR TO BID DATE. WHEN REQUESTED BY A/E, PROVIDE SAMPLE OF PROPOSED ITEM FOREVALUATION.Electrical Specifications - Applies To All ElectricalN
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.B O I S E A V E.EXISTING BUILDING9 - SALVIA DORRII3 - SALVIA DORRII3 - SALVIA DORRII3 - HESPERALOE PARVIFLORA6 - HESPERALOE PARVIFLORA3 - SYRINGA RETUCULATA'IVORY SILK'25' O.C. TYPICAL3 - AGAVE PARRYI3 - HESPERALOE PARVIFLORA5 - AGAVE PARRYI3 - AGAVE PARRYI3 - AGAVE PARRYI3 - HESPERALOE PARVIFLORA53 - FESTUCA IDAHOENSIS SSP. ROEMERI6.4' APPROXIMATE107.75'66'1
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16.47'1PREVAILING WINDDIRECTION2DYNAMIC TIE 6-IN BELOWLOWEST BRANCH ANDPERPENDICULARTO TRUNK AND STAKE.32-IN DIAMETER STAKEDRIVEN TO HEIGHT OFLOWEST BRANCH INTOUNDISTURBED SOIL, AVOIDINGROOT BALL. DO NOT DRIVEAT ANGLE.456107892IRRIGATION RINGMULCH BERM (NOTE C)SHRUBFINISH GRADE32%45MODIFIEDSOIL6718GENERAL NOTESA.A CONTRACTOR IS RESPONSIBLE FORPLANTING TREES STRAIGHT AND ENSURINGTHEY WILL REMAIN THAT WAY FOR ONE YEAR.ONLY ONE STAKE SHALL BE USED ON THEUPWIND SIDE OF THE TREE. ALL STAKING SHALLBE REMOVED AT THE END OF ONE YEARWARRANTY PERIOD.B.CONTRACTOR IS TO NOTIFY THE LANDSCAPEARCHITECT/DESIGNER IF: 1) THERE ARE ANYQUESTIONS, CONCERNS OR DISCREPANCIESBETWEEN THE NOTES, DRAWINGS, AND/ORSITE, OR 2) IF THE SOILS OR OTHER SITECONDITIONS PREVENT PLANTING AS DETAILED.THESE MUST BE RESOLVED BEFOREPROCEEDING.C.COMPLY WITH ALL JURISDICTIONALREQUIREMENTS FOR EXECUTION OF PLANTING.D.REFERENCES:1) Chance Munns, cmunns@csi.edu2) Urban Tree Foundation (www.urbantree.org).3) Landscape Architectural Graphic Standards byHopper,4) greenscapesinc.net/landscaping-fabric/XSHEET KEY NOTES1.CHOOSE TREES WITH STRONG CENTRAL LEADER GROWN TONEWEST AMERICAN STANDARDS FOR NURSERY STOCK. LEADERTO REMAIN. DO NOT REMOVE!2.REMOVE DEAD OR DAMAGED LATERAL BRANCHES. REMOVELIMBS 24-IN ABOVE FINISH GRADE. PRUNE TO INTERNATIONALSOCIETY OF ARBORICULTURE STANDARDS.3.REMOVE TREE WRAP OR OTHER TRUNK PROTECTION.4.SET ROOTBALL CROWN 1"-2" HIGHER THAN SURROUNDING FINISHGRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVEDRAINAGE TO PREVENT STANDING WATER FROMACCUMULATING NEXT TO THE TRUNK/BASE.5.APPLY MULCH AT 3-IN MIN. DEPTH AND 6-IN FROM BASE OF TREETRUNK UNLESS SPECIFIED OTHERWISE ON PLAN.6.PLACE SLOW RELEASE FERTILIZER TABLETS JUST OUTSIDE THEROOTBALL AND IN BACKFILL SOIL.7.TO FACILITATE BINDING WITH NEW SOIL, ROUGHEN WALLS OFHOLE BEFORE PLANTING.8.BACKFILL WITH APPROVED TOPSOIL USING 6-IN LIFTS. COMPACTBY TAMPING LIGHTLY TO BRACE TREE. FILL TO TOP OFROOTBALL. POUR WATER AROUND THE ROOTBALL TO SETTLE.9.SET ROOTBALL ON NATIVE UNDISTURBED SOIL.10.REMOVE TWINE/CUT & REMOVE BASKET/REMOVE SYNTHETICBURLAP FROM ROOT. REMOVE ALL NAILS, STAPLES & TIES. ONLYBIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM 1/3 OFROOT BALL.Deciduous Tree Planting DetailNot to Scale2 GENERAL NOTESA.A CONTRACTOR IS RESPONSIBLE FOR PLANTINGSHRUBS STRAIGHT AND BALANCED TO PROPERDEPTH ACCORDING TO DETAILB.CONTRACTOR IS TO NOTIFY THE LANDSCAPEARCHITECT/DESIGNER IF: 1) THERE ARE ANYQUESTIONS, CONCERNS OR DISCREPANCIESBETWEEN THE NOTES, DRAWINGS, AND/OR SITECONDITIONS PREVENT PLANTING AS DETAILED.THESE MUST BE RESOLVED BEFORE PROCEEDING.C.REFERENCES:1) Chance Munns, cmunns@csi.edu2) Urban Tree Foundation (www.urbantree.org).3) Landscape Architectural Graphic Standards by Hopper,4) greenscapesinc.net/landscaping-fabric/XSHEET KEY NOTES1.REMOVE TWINE, BASKET, BURLAP OR PLASTICPOT FROM ROOTBALL. REMOVAE ALL NAILS,STAPLES & TIES. ONLY BIODEGRADABLE BURLAPSHALL BE LEFT ON THE BOTTOM 1/3 OFROOTBALL2.REMOVE DEAD, DYING OR DECAYING LIMBS &DEBRIS BEFORE PLANTING.3.SET ROOTBALL CROWN 1"-2" HIGHER THANSURROUNDING FINISH GRADE. SLOPE BACKFILLAWAY FROM ROOTBALL FOR POSITIVE DRAINAGETO PREVENT STANDING WATER FROMACCUMULATING NEXT TO THE TRUNK/BASE.4.APPLY MULCH AT 3-IN MIN. DEPTH AND 6-IN FROMBASE OF TREE TRUNK UNLESS SPECIFIEDOTHERWISE ON PLAN.5.APPLY LANDSCAPE FABRIC OR PRE-EMERGENTSPRAY AS SPECIFIED ON THE PLAN TO PREVENTGERMINATION OF WEEDS.6.TO FACILITATE BINDING WITH NEW SOIL,ROUGHEN WALLS OF HOLE BEFORE PLANTING.7.BACKFILL WITH APPROVED TOPSOIL USING 6-INLIFTS. COMPACT BY TAMPING LIGHTLY TO BRACESHRUB. FILL TO TOP OF ROOTBALL. POUR WATERAROUND THE ROOTBALL TO SETTLE.8.SET ROOTBALL ON NATIVE UNDISTURBED SOIL.Container Planting DetailNot to Scale1 EXISTINGSOILROOT BALL2X ROOT BALLROOTBALL WIDTH X 2SEE BOULDER SCHEDULE FOR SIZETYPE A DECORATIVE MINERAL MULCHSEE BOULDER SCHEDULE FOR SIZESEE BOULDER SCHEDULE FOR SIZESEE BOULDER SCHEDULEFOR SIZETYPE A DECORATIVE MINERAL MULCHAAAAAAAAABBBBBCCCCCCCCCDDDDDDDDDDPlanting ListTOTAL QTY.BOTANICAL NAMESIZECOMMON NAMEROOT1.CALL DIGLINE AT 811 OR 208-342-1585 BEFORE DIGGING: CONTRACTOR IS TO ASCERTAIN LOCATION AND DEPTHOF ALL UTILITIES AND FACILITIES PRIOR TO BEGINNING CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR DAMAGE RESULTING FROM PLANTING OPERATIONS.3.ALL PLANTS SHALL BE MEET OR EXCEED THE MINIMUM FEDERAL STANDARDS AS REGULATED BY ANSI Z60.1,AMERICAN STANDARD FOR NURSERY STOCK.4.THE CONTRACTOR SHALL COMPLY WITH APPLICABLE CITY ORDINANCES AND PROVIDE CERTIFICATION TO THECITY THAT ALL INSTALLED TREES AND PLANTS ARE NON-TOXIC, NON-INVASIVE AND ARE NOT INCLUDED ONNO-PLANT LISTS FOR ANY AUTHORITIES HAVING JURISDICTION.5.THE CONTRACTOR SHALL SUBMIT A CURRENT COPY OF THE IDAHO STATE DEPARTMENT OF AGRICULTURALNURSERY CERTIFICATE FOR EACH SOURCE PROVIDING IDAHO NURSERY STOCK AND EQUIVALENT CURRENTCERTIFICATION FOR PLANT MATERIALS SOURCED OUTSIDE OF IDAHO.6.SUBSTITUTIONS: WHEN PLANTS OF THE SPECIFIED TYPE OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLEDISTANCE, THE CONTRACTOR MAY PROPOSE A SUBSTITUTE TO THE ARCHITECT, IN WRITING, AND PRIOR TO BIDSUBMITTAL FOR CONSIDERATION AND APPROVAL. IF A BID IS RECEIVED WITHOUT SUCH QUALIFICATION, IT WILLBE ASSUMED NO SUCH SUBSTITUTIONS WILL BE PROPOSED.7.THE CONTRACTOR SHALL APPLY LIME AND FERTILIZER IN ACCORDANCE WITH THE RECOMMENDATIONSINDICATED BY THE REQUIRED SOIL TEST ANALYSIS FOR PLANTING AREAS.8.FIELD CONDITIONS MAY DICTATE MINOR ADJUSTMENTS TO THE PLACEMENT OF PLANT MATERIAL. BEFOREMAJOR ADJUSTMENTS OF PLANT LOCATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE OWNER'SREPRESENTATIVE.9.PLANTS WITH BROKEN OR LOOSE ROOTBALLS, DAMAGE TO THE CROWN OR CUT LEADERS SHALL BE REJECTED.10.TREES THAT ARE NO LONGER DORMANT SHALL BE TREATED WITH ANTI-DESSICANT PRIOR TO PLANTING AND/ORTRANSPORT.11.THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY ADJUSTMENTS TO SOIL PH, FERTILITY, AND/ORDRAINAGE CONDITIONS NECESSARY TO ENSURE PROPER GROWING CONDITIONS FOR THE PROPOSEDPLANTINGS. PLANTING SOIL FOR TREES, SHRUBS, AND GROUNDCOVER SHALL BE AMENDED AS DIRECTED BY ANINDEPENDENT SOIL TEST ANALYSIS OF THE EXISTING SOIL PRIOR TO PLANTING. TEST RESULTS SHALL BESUBMITTED TO THE ARCHITECT.12.BEFORE SOIL PREPARATION AND MIXING, CLEAN TOPSOIL OF ROOT DEBRIS, VEGETATION, STONES, AND OTHEREXTRANEOUS MATERIALS HARMFUL TO PLANT ESTABLISHMENT AND GROWTH. SEE SPECIFICATION SECTION329100 - PLANTING SOILS.13.EXTEND PLANT BED MULCH TO TO FULL EXTENT OF SHRUB BEDS.14.EDGING SHALL BE INSTALLED WITHOUT KINKS AND WITHOUT ABRUPT ADJUSTMENTS TO THE ALIGNMENTREPRESENTED IN THE PLANS AS SMOOTH CURVES AND STRAIGHT SECTIONS.15.SOIL SEPARATOR FABRIC: NON-WOVEN, UV-STABILIZED POLYPROPYLENE WEED BARRIER, 4.0 OZ. PER SQ. YD.MINIMUM WEIGHT, WATER & AIR PERMEABLE, TYPICAL UNDER DECORATIVE AGGREGATES. CONTINUOUS UNDERBOULDERS OR INSTALLED WITH A TIGHT TURN-DOWN AT BOULDER FACE TYPICAL.16.BEFORE INSTALLING MULCH IN SHRUB BEDS, THE CONTRACTOR SHALL APPLY A PRE-EMERGENT WEEDPREVENTATIVE, TREFLAN OR APPROVED EQUAL.17.DECORATIVE MINERAL MULCH WHERE REQUIRED SHALL BE INSTALLED OVER SOIL SEPARATOR FABRIC.18.DECORATIVE MINIERAL MULCH SCHEDULE:TYPE A:WASHED RIVER ROCK BLEND, 0.75" DIAMETER ROUND ROCK; BUFF, TAN,LAVENDER, & COOL GRAY COLOR MIX. "TAHOE 75" AS AVAILABLE FROM CANYONHARDSCAPE OR APPROVED EQUAL. INSTALLED COURSE DEPTH: 3" MINIMUMTYPE B: WASHED RIVER ROCK BLEND, 2" DIAMETER ROUND ROCK; BUFF, TAN, LAVENDER,& COOL GRAY COLOR MIX. "TAHOE 200" AS AVAILABLE FROM CANYONHARDSCAPE OR APPROVED EQUAL.19.THE CONTRACTOR IS RESPONSIBLE FOR WATERING AND MAINTENANCE OF ALL NEWLY PLANTED PLANTINGS,FOR A PERIOD OF 30 DAYS AFTER PLANTING.20.ALL REQUIRED PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF 12 MONTHS FROM THE DATE OF FINALACCEPTANCE AND SHALL BE ALIVE AND HEALTHY AS DETERMINED BY THE ARCHITECT, OWNER OR OWNER'SREPRESENTATIVE AT THE END OF THE GUARANTEE PERIOD.21.WITHOUT ANY ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL PROMPTLY CORRECT OR REPLACEALL DEFECTIVE WORK WHICH MAY OCCUR WITHIN ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. THECONTRACTOR WILL BE RESPONSIBLE FOR A MAXIMUM OF ONE REPLACEMENT PLANTING FOR EACH NEWLYINSTALLED PLANTING UNLESS THE REASON FOR THE PLANT'S UNHEALTHY GROWTH IS DUE TO THE METHOD OFPLANTING BY THE CONTRACTOR.22.THE CONTRACTOR SHALL PROVIDE A LANDSCAPE MAINTENANCE GUIDE TO THE OWNER FOR PROPER SEASONALCARE AND RECOMMENDED MAINTENANCE SCHEDULES FOR PLANTINGS, IRRIGATED LAWN, NON-IRRIGATED TURFPLANTINGS, AND IRRIGATION SYSTEM.General Landscaping NotesSHRUBS & GROUNDCOVERSTREESB&B31.5" CAL.SYRINGA RETICULATA 'IVORY SILK'IVORY SILK TREE LILAC3' HEIGHTHESPERALOE PARVIFLORA 'BRAKELIGHTS'BRAKELIGHTS TEXAS RED YUCCA#5 CONT.33TYPE A DECORATIVE MINERAL MULCHTYPE B DECORATIVE MINERAL MULCHTYPE B DECORATIVE MINERAL MULCHTYPE A DECORATIVE MINERAL MULCHTYPE A DECORATIVE MINERAL MULCHTYPE A DECORATIVE MINERAL MULCHTYPE B DECORATIVE MINERAL MULCHTYPE A DECORATIVE MINERAL MULCHTYPE A DECORATIVE MINERAL MULCHTYPE B DECORATIVE MINERAL MULCHACCCDDDDecorative Mineral Mulch SurfacingNot to Scale3PERMASTRIP L-SHAPED STEEL MAINTENANCESTRIP TYPICAL WHERE AGGREGATE ISADJACENT TO ANOTHER AGGREGATE TYPE.NOTES:1.INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDED INSTALLATION, WITH LINEALCONNECTORS BETWEEN SECTIONS AND WITH (8) 12" STAKES PER 16' SECTION.2.COMPACT GRADE ADJACENT TO EDGING TO AVOID SETTLING. FINISH GRADE TO BE 12" BELOW TOP OFEDGING3.CORNERS: NOTCH BASE ONLY OF MATERIAL TO FORM A CONTINUOUS VERTICAL FACE AT CORNER & RETURNEDGING TO BUILDING FACE.7.STRAIGHT SEGMENTS ARE TO BE WITHOUT BENDS OR KINKS. CURVALINEAR BED EDGES ARE TO ARC WITHSMOOTH ARC TRANSITIONS AND ARE SUBJECT TO APPROVAL BY THE ARCHITECT.8.BASIS OF DESIGN & QUALITY: PERMASTRIP AS MANUFACTURED BY PERMALOC CORPORATION, HOLLANDMICHIGAN 1-800-356-96609.EDGING SIZE: 316" X 4"10.EDGING FINISH: BLACK DURAFLEX-ELECTROSTATICALLY APPLIED BAKED ON PAINT MEETING AAMA 2603 ORAS OTHERWISE APPROVED BY OWNER.TYPE A MINERAL MULCHWHERE REQUIRED - SEEPLAN FOR WIDTHMANUFACTURER'S 12" STAKESTHRU PREFORMED LOOPS ONTHE EDGING TYPICALNON-WOVEN, 4 OZ. MINIMUMWEIGHT UV-STABILIZEDPOLYPROPYLENE WEED BARRIER,WATER AND AIR PERMEABLE.TYPICAL UNDER MINERAL MULCHTYPE B MINERAL MULCHWHERE REQUIRED - SEEPLAN FOR WIDTHLAWN OR ORGANIC MULCH3"
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4" MIN.PAVEMENTPERMASTRIP L-SHAPED STEELMAINTENANCE STRIP WHEREAGGREGATE IS ADJACENT TO LAWNArchitecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONPROJECT NO.DATEMSKTD& AssociatesDeveloped Site PlanL10104-14-25A Project for:REV.DATEPERMIT SET4/22/2025 10:55 AM
122 N 5th Ave
Caldwell, Idaho 83605
Darigold - Site Upgrades8132BOULDER SCHEDULEBoulder TypeQuantityLengthWidthExposed HeightA104'3'3.5'B53.52.5'2.5'C123'2'2'D132.5'1.5'1.5'TYPE A DECORATIVE MINERAL MULCHSEE LANDSCAPE BOULDER SCHEDULE FOR SIZELandscape PlanScale: 1" = 10'3NOTE:1.PROVIDE EDGING AT LIMIT OF DECORATIVE MINERAL MULCH BED(S) NOT OTHERWISECONTAINED BY WALKS, CURBS OR WALLS.2.PROVIDE EDGING SEPARATION BETWEEN DIFFERENT TYPES OF MINERAL MULCH FORSEPARATION3.COORDINATE EDGING MATERIAL WITH OWNER:OPTION 1: EXTRUDED CONCRETE EDGINGOPTION 2:METAL EDGING, MATERIAL AS APPROVED BY OWNER.4.INSTALL SEPARATOR FABRIC UNDER DECORATIVE MINERAL MULCH AND BETWEEN ANDAROUND BOULDERS. SEE GENERAL LANDSCAPING NOTES FOR MINIMUM REQUIREMENTS.5.SEE GENERAL LANDSCAPING NOTES FOR DECORATIVE MINERAL MULCH SPECIFICATION .12" SPREADSALVIA DORRIIPURPLE SAGE#2 CONT.43SPACING25' O.C.VARIESVARIES12" SPREADAGAVE PARRYI V. HUACHUCENSISHUACHUCENSIS AGAVE#2 CONT.VARIES1412" SPREADFESTUCA IDAHOENSIS SSP. ROEMERIROEMER'S FESCUE #2 CONT.APPROX. 18" O.C. TRIANGULAR53General Contractor:Dahlgren Industrial13975 Interurban Ave., Suite 100Tukwila, WA 98618LA - 8071858
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