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Home My WebLink AboutINFRASTRUCTURE Rev 2 11.13.23 - 23-00605 - Dutch Bros - New Bldg-Reviewed-ApprovedAuthor Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : Dutch Bros - New Commercial BldgAddress : 905 W Main StRecord Type : New Commercial BuildingDocument Filename : INFRASTRUCTURE Rev 2 11.13.23 - 23-00605 - Dutch Bros - New Bldg.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00605 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments C1.0 Stamp Stan Crittenden : Fire Open 9 Approved - Fire Dept G0.0 Stamp Katie Saurey : P&Z Open 1 Plan Received C2.0 Stamp Kyle Baldwin : P&Z Open 12 Approved - Planning and Zoning C2.0 Stamp Joel Gray : PW Open 12 Approved - Public Works New Commercial Building Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) DRAWING INDEX: REVISION:12345 GENERAL INFORMATION: G0.0 COVER SHEET G0.1 ACCESSIBILITY INDEX/PREFERRED VENDOR LIST/KITCHEN EQUIPMENT SUPPLIER LIST G1.0 SPECIFICATIONS G1.1 SPECIFICATIONS G1.2 SPECIFICATONS G1.3 SPECIFICATONS G1.4 SPECIFICATONS G1.5 SPECIFICATONS CIVIL: C1.0 COVER SHEET 1 OF 1 ALTA/ TOPO SURVEY C1.1 DEMOLITION AND EROSION PLAN C2.0 SITE PLAN C2.1 HORIZONTAL CONTROL C3.0 GRADING PLAN C3.1 DRAINAGE PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS LANDSCAPE: LP-1 LANDSCAPE PLAN LP-2 LANDSCAPE NOTES AND DETAILS LI-1 IRRIGATION PLAN LI-2 IRRIGATION NOTES AND DETAILS LI-3 IRRIGATION SPECIFICATIONS SITE PLAN: SP1.0 SITE PLAN X SP1.1 SITE SIGNAGE DETAILS SP1.2 BUILDING SIGNAGE DETAILS ARCHITECTURAL: A1.0 EQUIPMENT/ ENLARGED COOLER/FIRE LIFE SAFETY PLAN A1.1 EQUIPMENT SCHEDULE A1.2 IT/ LIGHTING/ PLUMBING/ TABLESCHEDULES A2.0 PARTITION/ FINISH PLAN A2.1 FLOOR TILE PLAN & DETAILS A3.0 REFLECTED CEILING PLAN A3.1 AWNING/ CANOPY DETAILS A4.0 ROOF PLAN A5.0 INTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS -EQUIPMENT A6.0 BUILDING ELEVATIONS A7.0 BUILDING SECTIONS A7.1 WALL SECTIONS A7.2 WALL SECTIONS A8.0 BUILDING DETAILS A8.1 WINDOW AND DOOR DETAILS A9.0 TRASH ENCLOSURE PLAN/ELEVATIONS X A9.1 TRASH ENCLOSURE DETAILS REVISION:12345 STRUCTURAL: S0.1 STRUCTURAL - SIGNAGE S0.2 STRUCTURAL - SIGNAGE S0.3 STRUCTURAL - SIGNAGE S1.1 GENERAL NOTES X S1.2 GENERAL NOTES S1.3 GENERAL NOTES S1.4 TYPICAL DETAILS S1.5 TYPICAL DETAILS S1.6 TYPICAL DETAILS S1.7 TYPICAL DETAILS S2.0 STRUCTURAL SITE PLAN S2.1 FOUNDATION PLAN S2.2 FOUNDATION SECTIONS S2.3 ROOF FRAMING PLAN S2.4 FRAMING SECTIONS ELECTRICAL: E0.01 ELECTRICAL SITE PLAN E1.01 LIGHTING PLAN E2.01 POWER PLAN E2.02 SPECIAL SYSTEMS FLOOR PLAN E3.01 PANEL SCHEDULES X E4.01 ELECTRICAL SPECIFICATIONS MECHANICAL: M1.0 MECHANICAL PLANS M1.1 C02 ALARM PLAN M2.0 MECHANICAL DETAILS M3.0 MECHANICAL SPECIFICATIONS PLUMBING: P1.0 PLUMBING SCHEDULE &SPECIFICATIONS X P2.0 PLUMBING WASTE/ VENT FLOORPLAN P3.0 PLUMBING SUPPLY FLOOR PLAN P4.0 PLUMBING ISOMETRIC PLANS P5.0 PLUMBING DETAILS P6.0 PLUMBING SPECIFICATIONS &FILTER SCHEMATICS SEE PREFERRED VENDOR LIST ON SHEET G0.1 UTILITY REQUIREMENTS FULL ELECTRICDESIGN (NO GAS)600A, 120/208V, THREE PHASE, 4-WIRE,GROUNDED ELECTRICAL SERVICE DOMESTIC WATER 3/4" MINIMUM, OR AS REQUIRED PERLOCAL CODE. 50-60 PSI MEASURED AFTERMETER. IRRIGATIONWATER 3/4" MINIMUM, OR AS REQUIRED PERLOCAL CODE FIRE WATER 2" MINIMUM, OR AS REQUIRED BY LOCALCODE, IF APPLICABLE SEWER 4" MINIMUM, OR AS REQUIRED PER LOCALCODE STORM WATER AS REQUIRED PER LOCAL CODE CABLE INTERNET 50 MBPS MINIMUM DOWNLOAD SPEED,10 MBPS MINIMUM UPLOAD SPEED; ELECTRICAL OPTION w/ GAS: ELECTRICAL 400A, 120/208V, 3-PHASE, 4-WIRE,GROUNDED ELECTRICAL SERVICE GAS 630,000 BTUH HEATING CAPACITYMETERED SERVICE COVER SHEET G0.0 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 11.10.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C and a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 IMAGE FOR GENERAL ILLUSTRATIVE PURPOSESONLY - ACTUAL BUILDING DESIGN MAY DIFFER DUTCH BROS COFFEE - ID0906 NEW FREESTANDING STORE 855 W. MAIN ST. REXBURG, ID 83440 MADISON COUNTY PROJECT STATISTICS: SCOPE NEW CONSTRUCTION FOR DUTCH BROS COFFEE LOCATED AT:855 W. MAIN ST.REXBURG, ID 83440THE BUILDING CONSISTS OF (1) DRIVE-THRU SERVICE WINDOW AND (1)WALK-UP SERVICE WINDOW; NO INDOOR OR OUTDOOR SEATING ISPROVIDED. SITE DEVELOPMENT INCLUDES A SMALL PARKING AREA, (2)DRIVE AISLES, AND A TRASH ENCLOSURE AREA. THE PARCEL ISCURRENTLY VACANT AND IS LOCATED SOUTH OF MAIN STREET AND EASTOF PIONEER ROAD. PARCEL DATA: PARCEL #; RPRXBCA0252421AREA: 40,960SQ. FT. (.94 ACRES)ZONING: CBC (COMMUNITY BUSINESS CENTER)ZONING OVERLAY: N/A CODE SUMMARY: BUILDING CODE 2018 IBCELECTRICAL CODE 2018 NECMECHANICAL CODE 2018 IMCPLUMBING CODE 2017 ISPC (IDAHO STATE PLUMBING CODE)FIRE CODE 2018 IFC (IDAHO FIRE CODE)ENERGY CODE 2018 IECCCLIMATE ZONE: 6BACCESSIBILITY CODE ANSI 117.1 BUILDING CONSTRUCTION DATA: CONSTRUCTION TYPE: V-BAUTOMATIC SPRINKLER SYSTEM: NO PROPOSED BUILDING HEIGHT: 24'-0"MAXIMUM ALLOWABLE HEIGHT: 65'-0" PROPOSED STORIES: 1MAXIMUM STORIES: N/A BASEMENT: NO TOTAL FLOOR AREA: 950 S.F. GROSSMAXIMUM ALLOWABLE AREA: N/A FIRE-RESISTANCE RATINGFOR STRUCTURAL ELEMENTS: 0 HOURS(PER IBC TABLE 601) BUILDING OCCUPANCY DATA: OCCUPANCY CLASSIFICATION:GROUP B (BUSINESS) GROSS AREA: 950 S.F.LOAD FACTOR: 1/150OCCUPANT LOAD: 6.33 TOTAL OCCUPANT LOAD: 7 EXITS:TOTAL EXITS: 1 7 (OCCUPANT LOAD) X .2" / PERSON: 1.40 INCHESEXIT WIDTH PROVIDED: 40 INCHES MAXIMUM EXIT ACCESSTRAVEL DISTANCE: 75 FEET TOILETS:TOTAL NUMBER OF TOILET FACILITIES: 1 PROVIDED IBC 1104.1 SITE ARRIVAL POINTS.AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDEDFROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING,ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS ORSIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED. IBC 1104.2 WITHIN A SITE.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLEBUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS ANDACCESSIBLE SPACES THAT ARE ON THE SAME SITE. VICINITY MAP1 NOT TO SCALEN PROJECT DIRECTORY: DEVELOPER MILK CRATE DEVELOPMENT, LLC.4828 E. 1250 S.HERBER, UT 84032 DAN RICHARDSOND.RICHARDSON@MILKCRATEDEV.COM(530) 864-2148 TENANT DUTCH BROS COFFEE110 SW 4TH STREETGRANTS PASS, OR 97526 ATTN: RUSS ORSI, CONSTRUCTION MANAGERRUSS.ORSI@DUTCHBROS.COM(916) 765-7270 ARCHITECT OF RECORD GNICH ARCHITECTURE STUDIO, LLCAN OREGON LIMITED LIABILITY COMPANY1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214 ATTN: DUSTIN HENION, PROJECT MANAGERDUSTINH@GNICHARCH.COM(971) 346-2526 CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC.18215 72ND AVE SKENT, WA 98032 ATTN:JOSHUA A. HARLAN, P.E., PRINCIPAL ENGINEERJHARLAN@BARHAUSEN.COM(425) 251-6222 STRUCTURAL ENGINEER CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026 ATTN: STEPHEN J. SACCO, PRINCIPALSSACCO@CASEENGINEERINGINC.COM(636) 349-1600 ELECTRICAL/ MECHANICAL/ PLUMBINGENGINEER CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026 ATTN: MATT CASE, MECHANICAL ENGINEERMCASE@CASEENGINEERINGINC.COM(636) 349-1600 GEOTECHNICAL ENGINEER ATLAS TECHNICAL CONSULTANTS, LLC484 EASTLAND DRIVE SOUTH, SUITE 103TWINS FALLS, ID 83301 ATTN:ETHAN SALOVE, PE(208) 733-5323 SYMBOL LEGEND SUBMITTALS BY OTHERS: EXTERIOR SIGNAGE SIGN VENDOR SHALL BE RESPONSIBLE FOR PREPARING DRAWINGS ANDOBTAINING SEPARATE SIGNAGE PERMITS AS REQUIRED BY LOCALJURISDICTION. FIRE ALARM & SPRINKLER SYSTEM (IF APPLICABLE) DESIGN TEAM/ ARCHITECT SHALL BE RESPONSIBLE FOR PREPARINGDRAWINGS AND OBTAINING ALL BUILDING PERMITS AS REQUIRED BYLOCAL JURISDICTION. NOTE: I/ WE UNDERSTAND THAT I/ WE WILL NOT BE AUTHORIZED FOR ANYINSPECTION OF THE DEFERRED ITEMS PROPOSED PRIOR TO THESUBMITTAL AND APPROVAL OF PLANS AND/ OR CALCULATIONS FORTHOSE DEFERRED ITEMS. BULK CARBONATION (CO2) SYSTEM VENDOR SHALL BE RESPONSIBLE FOR PREPARING DRAWINGS ANDOBTAINING SEPARATE CO2 SYSTEM PERMITS AS REQUIRED BY LOCALJURISDICTION. GENERAL REQUIREMENTS: 1. ANY DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OFTHE DUTCH BROS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION, AND IF NOT CLARIFIED, THECONTRACTOR SHALL ASSUME THE MOST STRINGENT REQUIREMENTS INDICATED. 2. THE CONTRACTOR SHALL PROVIDE THE DUTCH BROS CONSTRUCTION MANAGER/ ARCHITECT WITHSCHEDULING INFORMATION PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND WILL UPDATE THESCHEDULE AS NECESSARY TO REFLECT ANY CHANGES IN ACTIVITIES AND MILESTONES. 3. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ANY AND ALL APPLICABLE CODES,RULES AND LAWS, AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ALL DIMENSIONS SHALL BEFIELD VERIFIED. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECKAND VERIFY ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE DUTCH BROSCONSTRUCTION MANAGER/ ARCHITECT. 4. SUBMIT FOR APPROVAL, PRIOR TO FABRICATION OR PURCHASE, SHOP DRAWINGS AND/ORSAMPLES FOR ITEMS AS REQUESTED BY THE CONSTRUCTION MANAGER AND/OR ARCHITECT. 5. UNLESS NOTED, EXISTING CONSTRUCTION, MATERIALS AND FINISHES SHALL REMAIN. ANY DAMAGEDONE TO THESE ITEMS SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY A MEANS APPROVED BYTHE OWNER. 6. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL GOVERNMENTAL CODES, LAWS ANDREGULATIONS. ALL MATERIAL SHALL MEET FLAME SPREAD AND SMOKE CONTRIBUTIONREQUIREMENTS OF THE LOCALLY ADOPTED BUILDING CODE, AND AS NOTED IN THE CONTRACTDOCUMENTS. 7. THE DRAWINGS SHALL SERVE AS WORKING DRAWINGS FOR THE GENERAL LAYOUT OF THE VARIOUSITEMS OF EQUIPMENT. HOWEVER, LAYOUT OF EQUIPMENT, ACCESSORIES, SPECIALTIES (INCLUDINGFURNITURE), AND CONDUIT SYSTEMS ARE DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. IFADDITIONAL JUNCTION BOX, PULL-BOX, OR OTHER DEVICES ARE REQUIRED TO COMPLETE ANINSTALLATION, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF THE ADDITIONALWORK AND COST PRIOR TO PROCEEDING. 8. ALL SHOP DRAWINGS PREPARED BY THE MANUFACTURER MUST BE REVIEWED BY THECONTRACTOR. THE CONTRACTOR'S STAMP OF APPROVAL AND DATE MUST BE INCLUDED ON ALLSUBMITTED MATERIALS ALONG WITH THE PROJECT NAME. SUBMITTALS NOT CONTAINING THE ABOVEINFORMATION WILL BE RETURNED WITHOUT ACTION. THE REVIEW OF SHOP DRAWINGS DOES NOTRELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR DEVIATIONS FROMTHE CONTRACT DOCUMENTS, UNLESS THEY ARE CALLED OUT IN WRITING AT THE TIME OFSUBMISSION AND WRITTEN ACCEPTANCE. THE ENGINEER IS RESPONSIBLE FOR DETAILS, SIZE OFMEMBERS AND QUANTITIES IN SHOP DRAWINGS, BASED ON INFORMATION PROVIDED ON THEENGINEERED PLANS; OMISSIONS OF COMPONENTS OR FITTINGS; AND FOR COORDINATING ITEMSWITH ACTUAL BUILDING CONDITIONS AND ADJACENT WORK. ERRORS AND OMISSIONS DISCOVEREDAT A LATER TIME WILL BE CONSIDERED NON CONFORMING WORK. 9. THE CONTRACTOR SHALL MAINTAIN ON THE SITE AN UP-TO-DATE COMPLETE "RECORD" SET OFPRINTS WHICH ARE CORRECTED DAILY WITH ALL CHANGES IN LAYOUT FROM THE ORIGINAL DRAWINGSAND SPECIFICATIONS. CONTRACTOR SHALL DELIVER "RECORD" SET TO CONSTRUCTION MANAGERPRIOR TO FINAL PAYMENT. "RECORD" SET SHALL INCLUDE: ONE FULL PERMIT SET AND ONE SET OFCONSTRUCTION REDLINES. 10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS, DUTCH BROSWILL BE RESPONSIBLE FOR FEES PAYMENT. CONTRACTOR SHALL PROVIDE THE OWNER A COPY OFTHE BUILDING PERMIT PRIOR TO COMMENCING ANY WORK. CONTRACTOR WILL NOTIFY THECONSTRUCTION MANAGER/ ARCHITECT OF ALL PERMIT AND CODE INSPECTIONS. CONTRACTOR SHALLBE RESPONSIBLE FOR OF BUILDING PAD CERTIFICATION PER THE AUTHORITY HAVING JURISDICTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 3RD PARTY INSPECTIONS/ CERTIFICATIONS IN ORDERTO OBTAIN THE CERTIFICATE OF OCCUPANCY. 11. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE WORK OF ALLSUBCONTRACTORS, AND WORK RELATED DIRECTLY TO THE PROJECT BEING PERFORMED UNDERSEPARATE CONTRACT. CONTRACTOR SHALL SUBMIT A LIST OF EACH SUBCONTRACTOR'S NAME,CONTACT, ADDRESS AND TELEPHONE NUMBER AS WELL AS EMERGENCY CONTACT INFORMATION TOCONSTRUCTION MANAGER PRIOR TO BEGINNING CONSTRUCTION. 12. CONTRACTOR SHALL MAKE EVERY EFFORT TO KEEP THE BUILDING AREAS CLEAN AND SAFEDURING THE CONSTRUCTION PERIOD. CONTRACTOR SHALL USE WALK-OFF MATS TO PROTECTFLOORING. CONTRACTOR AND ITS SUBCONTRACTORS SHALL PREVENT NOISE, DUST, SMOKE ANDODORS FROM INTERFERING WITH THE NORMAL OPERATIONS OF NEIGHBORING AREAS, INCLUDINGWALKWAYS AND STREETS.- CONSTRUCTION DEBRIS WILL BE REMOVED FROM THE SITE. THE SITE AREA SHALL BE KEPT CLEANAND ORGANIZED AT ALL TIMES.- ALL WALL, FLOOR OR CEILING PENETRATIONS SHALL BE SLEEVED AND ADEQUATELY SEALED TOPREVENT THE SPREAD OF SMOKE, FIRE AND RODENTS PER APPLICABLE CODES. THE CONTRACTORSHALL PROVIDE TEMPORARY PROTECTION WHEN WORK CANNOT BE COMPLETED IN ONE WORK SHIFT.- THE CONTRACTOR SHALL PROVIDE AN ADEQUATE NUMBER OF FIRE EXTINGUISHERS IN THE WORKAREA THROUGHOUT THE CONSTRUCTION PERIOD.- THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO ANY ELECTRICAL SHUTDOWNSWHICH MAY AFFECT EXISTING TENANTS OR NEIGHBORS.- THE CONTRACTOR SHALL PROHIBIT SMOKING ON AND WITHIN 25 FEET OF THE BUILDING AREA. 13. CLEAN-UP - THE PROJECT SITE SHALL BE SWEPT UP AND TRASH SHALL BE REMOVED ON A DAILYBASIS. CARE SHALL BE TAKEN TO KEEP ADJACENT OCCUPIED TENANT AREAS CLEAN DURINGCONSTRUCTION ON A DAILY BASIS WHERE WORK REQUIRED BY THIS PROJECT DISTURBS ADJACENTAREAS.- THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION DEBRIS. LOCATION OF LARGEDUMPSTERS FOR CONTRACTORS MUST BE APPROVED AND PLACED AS DIRECTED BY THECONSTRUCTION MANAGER. THE CONTRACTOR WILL OBTAIN THE PERMIT FOR THE DUMPSTER.- PRIOR TO OCCUPANCY, SPACE SHALL BE LEFT CLEAN OF ALL DEBRIS. WALL AND OTHER SURFACESSHALL BE WIPED DOWN, GLASS WASHED, BLINDS DUSTED, FLOORS SWEPT AND/OR VACUUMED, TILECLEANED AND WOODWORK CLEANED.- CONTRACTOR IS RESPONSIBLE FOR DELIVERING THE PREMISES AT COMPLETION IN A "MOVE-IN"CONDITION.- CONTRACTOR WILL BE REQUIRED TO LEAVE EXTRA MATERIALS IN THE WORKROOM: TWELVE TILES,ONE BOX OF VINYL FACED CEILING TILE, ONE BOX OF QUARRY TILES, MINIMUM 1/2 GALLON OF EACHPAINT AND BASE PAINT USED, TO BE LEFT IN BATHROOM OR MONOLITH ATTIC SPACE. PROJECT LOCATION:855 W. MAIN STREET.REXBURG, ID 83440 CL 00 1 SECTIONREFERENCE DOOR SCHEDULEREFERENCE CENTERLINE MASTER MATERIALSCHEDULE REFERENCE EQUIPMENT SCHEDULEREFERENCE WALL ASSEMBLYTYPE REFERENCE ELEVATIONMARKER ENLARGED DETAILREFERENCE REVISION TAG REVISION CLOUD XX-00 0 X 1 10.02.23 CITY COMMENTS 2 11.10.23 CITY COMMENTS CLEARANCES CLEAR WIDTH OF AN ACCESSIBLE ROUTE RO U T E W I D T H - SIN G L E C H A I R ANSI FIGURE 404.2.2 F.O . D O O R BIFOLD DOOR DOORWAYS WITHOUT DOORS FORWARD REACH REQUIREMENTS ANSI FIGURE 308.2.1 AND FIGURE 308.2.2 SIDE REACH REQUIREMENTS ANSI FIGURE 308.3.1 AND FIGURE 308.3.2 UNOBSTRUCTED (A) OBSTRUCTED (B) OBSTRUCTED X > 24" MIN W I D T H CLE A R A N C E AT D O O R MIN CLE A R A N C E AT O P E N I N G MA X PR O J E C T I O N IN T O R O U T E ANSI FIGURE 403.5 AND FIGURE C403.5 RAM P S 1:2 0 N O R A I L S 1/1 2 M A X W / R A I L S RO U T E W I D T H - DO U B L E C H A I R CLEAR WIDTH OF DOORWAYS HINGED DOOR POCKET OR SLIDING DOOR UNOBSTRUCTED (B) OBSTRUCTED(A) OBSTRUCTED CLEAR FLOOR SPACES ANSI FIGURE 305.3 AND FIGURE 305.7 STANDARD CLEARFLOOR SPACE X > 15" CLEARANCE AT ALCOVES LEVEL CHANGE ON ACCESSIBLE ROUTE ANSI FIGURE 303.2 AND FIGURE 303.3 CHANGE IN LEVEL - SQUARE CHANGE IN LEVEL - SLOPED 1 2 PAPER TOWELDISPENSER SANITARYNAPKINDISPENSER FIRE ALARMPULL STATIONSWITCH HORN/STROBE STROBES WALL MOUNTED DEVICES AND APPLIANCES FINISHED FLOOR MANEUVERING CLEARANCES AT SWINGING DOORS AP P R O A C H HINGE APPROACH X = 36" MIN. WHEN Y = 60"X = 42" MIN. WHEN Y = 54" TO 60" AP P R O A C H Y = 54" MIN. IF DOOR HAS CLOSER PULL SIDE AP P R O A C H X=12" MIN WHEN DOORHAS CLOSER & LATCH Y = 48" MIN. IFDOOR HAS CLOSER ANSI SECTION 404.2.3 DOORS CLEARANCE AT WATER CLOSETS AND HEIGHT AP P R O A C H APPROACH PLUMBING FIXTURES GRAB BARS AT WATER CLOSETS ANSI FIGURE C606.2(a) AND FIGURE 306.2 BLOCKING AT WATER CLOSET GRAB BARS SEATCOVERDISPENSER TOILET ROOM ACCESSORY MOUNTING HEIGHTS THERMOSTAT/SECURITY/FIRE ALARM CEILING SOCKET ABOVECOUNTER FEC APPROACH FRONT APPROACH PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE LATCH APPROACH PUSH SIDE Y = 48", IF DOOR HASBOTH LATCH AND CLOSER F.O . D O O R ANSI FIGURE 604.3 AND FIGURE 604.4 ANSI FIGURE 604.5.1 AND FIGURE 604.5.2 CLEARANCE AT LAVATORIES AND SINKS LAVATORY KNEE CLEARANCEAND MIRROR MOUNTING LAVATORY CLEARANCE AREA OFBLOCKING ATFRAMED WALL MOUNTING HEIGHTS ROOMSIGNAGE CL CL TOILET PAPER DISPENSER OUTLET LOCATION FIGURE 604.7 90°0'0"" ACCESSIBLE ROUTEINDICATOR LINE 3" MAX.PROJECTION MA X H E I G H T T O A L L OP E R A B L E P A R T S CL CL CL F.O . D O O R F.O . D O O R F.O . D O O R F.O . D O O R MIRROR PIPE WRAP,TYP.KNEECLEARANCEAREA TOILET PAPERHOLDER 32" MIN. 32" MIN. 32" MIN. 36" MIN. 48" 48" M A X . 30"24" MAX.30" 46 " M A X . 48" M A X . 20" MAX. 34" M A X . 44" M A X . >20"-25" 34" M A X . 10" MAX. 34" M A X . X X 60" MIN. 1/4 " M A X . 32 " MIN . 32 " MIN . 24" MAX. 10" MAX. 48 " M A X . 34" M A X . 48"48" 30" 48 " M A X . 30" MIN. 48 " M I N . 36" MIN. 1/2 " M A X . 48 " M I N . 30 " M I N . 48" T O T O P O F OPE R A B L E S W I T C H 40" 96" A . F . F . M A X . 6" M I N . 48" M A X . T O TO P O F C O N T R O L S 78" M A X . 44" M A X . T O OF T O P S O C K E T 48" M A X . 48" M A X . T O OF T O P S W I T C H 15" M I N . T O OF B O T T O M S O C K E T 48" M A X . T O OF T O P S O C K E T 32" MIN. Y 24" MIN. Y 48 " M I N . 24" MIN. 18" 27 " M I N . 34" M A X . TO R I M 8" MIN. KNEE CLEARANCE 48" TYP. 60" TYP. 15 " MIN . 63" T Y P . 39 " T Y P . 6" 80" A . F . F . M A X . 18" MIN. 24" PREFERRED 60" M I N . X Y 42" M I N . 54" Y 42" M I N . 6" MAX. TOE CLEARANCE 17" MIN. DEPTH 9"MIN . 30" M I N . 48" MIN. 25" MAX. 17" MIN. 17" - 1 9 " TO P O F S E A T 6" 39 " T Y P . 43" TYP. 6" 48" M I N . 48" M I N . 60" M A X . 60" 36" M I N . 60" M I N . 4" 24" 15"MIN . 32"MIN. 32"MIN. 32" MIN. 32"MIN. 40" M A X . T O B O T T O M O F REF L E C T I V E S U R F A C E 15 " MIN . 29" M I N . 4" MAX.PROJECTION CL 7"- 9" 1 1 / 2 " M I N . 19 " MIN . CL CL 33 " - 3 6 " TOP O F B A R 6" MAX.12"MIN.24" MIN. 36" MIN.39"- 41" 54" MIN. 39" - 4 1 " 33 " - 3 6 " TOP O F B A R 18" MIN .42" MIN.12"MAX. 24" MIN. 1 12"1 14" MIN.2" MAX. NOTE:1. SPACE BETWEEN GRABBAR AND PROJECTINGOBJECTS BELOW AND ATENDS SHALL BE 1 12" MIN. F.O . D O O R NOTE:1. WALL MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4" BEYOND WALL SURFACEWHEN LOCATED BELOW 6'-8"2. OPERABLE PARTS OF SANITARY NAPKIN DISPENSER SHALL BE OPERABLE WITH ONEHAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. APPROACH 32"MIN. X48" M I N . 48" M I N . AT R A M P S TOP OFCONTROLS 15"MIN . RESTROOM CL 1/4" THICK ROUND UNISEXROOM SIGN WITH EASED EDGES CENTERLINE OFDOOR AND SIGN WHITE BACKGROUND OF ROUNDPORTION OF SIGN TOCONTRAST WITH DOOR DARK BACKGROUND OFTRIANGLE PORTION OF SIGNTO CONTRAST WITH ROUNDPORTION OF SIGN BACKGROUND 1/8" TO 1/4" RADIUS ATTRIANGLE VERTICES 1. PROVIDE GEOMETRIC SYMBOLS ON RESTROOM DOORS CENTERED ON THE DOORAT 60” AND THEIR COLOR AND CONTRAST SHALL BE IDENTIFIED FROM THE COLORAND CONTRAST OF THE DOOR.2. ALSO PROVIDE SIGNAGE WITH RAISED LETTERING AND BRAILLE SYMBOLS (RAISED1/32”) BETWEEN 5/8”- 2” HIGH LOCATED ON THE WALL ADJACENT TO THE STRIKEEDGE OF THE DOOR THAT IDENTIFIES THE RESTROOM.3. RAISED CHARACTERS SHALL BE 48" MIN. MEASURED TO THE BASELINE OF THELOWEST RAISED CHARACTER AND 60" MAX MEASURED TO THE BASELINE OF THEHIGHEST RAISED CHARACTER; ABOVE THE FLOOR. 1/4" THICK RAISED12" DIAMETER CIRCLEAND 1/4" THICK RAISED TRIANGLEWITHIN 12" DIAMETER CIRCLE RESTROOM DOOR SIGNAGE NOTE: SIGNAGE COLORS AND LETTER SIZE SHALL COMPLYWITH LOCAL CODE AND ACCESSIBILITY REQUIREMENTS CENTERLINE OF SIGN 4'-0" MIN. - 5'-0" MAX. A.F.F. B.O. SIGN/ BOTTOM LINE OF TEXT4'-0" MIN. A.F.F. 60" A . F . F . 12" REF E R T O P L A N 9" KITCHEN EQUIPMENT SUPPLIERS REGION AZ , C A , H I , I D , NV , O R , U T , WA CURTIS RESTAURANT EQUIPMENTVARIOUS LOCATIONSATTN: JOSH RICKFORDO: (541) 779-8335M: (503) 744-1745J.RICKFORD@CURTISRESTEQ.COM REQUIRED VENDORS ANY SUBSTITUTION TO THE REQUIRED VENDORS OR EQUIPMENT REQUIRES WRITTEN APPROVAL FROM DUTCH BROS COFFEE.PRIOR SUBSTITUTION APPROVALS ARE NOT ALLOWED; EACH PROJECT REQUIRES WRITTEN APPROVAL FOR SUBSTITUTIONS. RO O F : DURO-LAST, INC.525 MORLEY DRIVE, SAGINAW, MI 48601ATTN: MOLLY GEHRLS, MBA - NATIONAL ACCOUNTSMGEHRLS@DURO-LAST.COMO: (989) 758-6344 ME T A L S I D I N G WESTERN STATES METAL ROOFING901 W. WATKINS ST., PHOENIX, AZ 85007ATTN: FERNANDO ESTRADAFERNANDO@WESTERNSTATESMETALROOFING.COMO: (877) 787-5467M: (602) 495-0048 SIG N A G E & A W N I N G S : ES&A SIGN & AWNING CO.89975 PRAIRIE RD.EUGENE, OR 97402ATTN: NICK JOHNSONNJOHNSON@ESASIGNS.COMO: (541) 485-5546M: (541) 799-5160 SIGNAGE: COORDINATE w/ ARCHITECTFOR ENTITLEMENTS PHASE.PA R A P E T S T R I P L E D FIX T U R E : LEKTRON4111 S. 74TH EAST AVENUE, TULSA, OK 74145ATTN: ADONIS BREWERABREWER@LECTRONINC.COMORDERS: DUTCHBROS@LEKTRONINC.COM(918) 622-4178 LIG H T I N G : GRAYBAR4601 CAMBRIDGE ROAD, FORT WORTH, TX 76155ATTN: ANSON SAUCE - SENIOR OUTSIDE SALES REP.ANSON.SAUCE@GRAYBAR.COMM: (817) 475-0178 ORDERS: DUTCHBROS.NATIONAL@GRAYBAR.COM SE R V I C E WIN D O W S & AIR C U R T A I N S : QUIK-SERV11441 BRITTMOORE PARK DR., HOUSTON, TX 77041ATTN: BRIAN MCCLOSKEYBMCCLOSKEY@QUIKSERV.COMO: (713) 849-5882M: (832) 792-2646 RE F R I G E R A T I O N : THE REFRIGERATION CONTRACTORS INC.17246 NE SAN RAFAEL ST., PORTLAND, OR 97230ATTN: GLENN FRAZIERGLENN@REFCONINC.COM(503) 257-8668 WA T E R FIL T R A T I O N : HEATHCO/ EVERPURE - R.O SYSTEM4033 16TH AVENUE SW B, SEATTLE, WA 98106ATTN: TOM RUGGLESTOM@HEATHCO.COMO: (800) 767-6970M: (206) 910-9805 FIB E R RE I N F O R C E D PA N E L ( F R P ) : MARLITE, INC.1 MARLITE DRIVE, DOVER, OH 44622ATTN: JAMIE MCEDWARDSALES MANAGER/ SPECIFICATIONSJMCEDWARD@MARLITE.COM(330) 260-7627 HTTPS://MARLITE.COM/FIND-A-DISTRIBUTOR/ HV A C : NCA CONSULTANTS INC.6510 125TH AVE. N., SUITE 1001, LARGO, FL 33773ATTN: CHRISTOPHER WITTS - VICE PRESIDENTCWITTS@NCACONSULTANTS.COM(727) 530-0078 ORDERS:MARKETING@NCACONSULTANTS.COM CA N O P Y S O F F I T MA T E R I A L : HEWN ELEMENTS, LLC.21235 SW 108TH AVE. #13, TUALATIN, OR 97062ATTN: TOM LEISMAN - SALES REPRESENTATIVETOM@HEWN.COMO: (503) 612-0241M: (971) 235-4408 GR E A S E IN T E R C E P T O R : SCHIERATTN: SEAN MOLENNATIONAL ACCOUNTS MANAGERDUTCHBROS@SCHIERPRODUCTS.COM(913) 951-3300 FIB E R CEM E N T SID I N G : NICHIHA ATTN: MATT STEPHENSONNATIONAL BRANDS MANAGER - RESTAURANTSMSTEPHENSON@NICHIHA.COM(770) 805-9466 FLO O R T I L E : BEDROSIANS TILE & STONEATTN: TAMARA RAMSEYTAMARA.RAMSEY@BEDROSIANS.COM(469) 560-6133 ORDERS: DUTCHBROS@BEDROSIANS.COM TE L E C O M M U N I CA T I O N S / LO W V O L T A G E : LTCG - LEVALDS TECHNICALCOORDINATION GROUP6860 DALLAS PARKWAY, SUITE 460, PLANO, TX 75024ATTN:GREGORY LEVALDS - OWNERGREGORY@LTCG.COM(972) 801-9950 PA I N T : SHERWIN-WILLIAMS5128 SE WOODSTOCK BLVD, PORTLAND, OR 97206ATTN: ANNA ATCHISON - SALES REPRESENTATIVE(971) 330-0728 ANNA.ATCHISON@SHERWIN.COM DUTCH BROS COFFEE ACCOUNT #: 7887-2870-7 SA F E IN S T A L L A T I O N : LOOMIS2500 CITY WEST BLVD., STE. 2300HOUSTON, TX 77042ATTN: JAYME JIMEMEZJAYME.JIMENEZ@US.LOOMIS.COM(909) 238-5227 CM U : CONCRETE PRODUCTS GROUP210 EUCLID AVE., DELAWARE, OH 43015ATTN: CORY HUPPDIRECTOR OF NATIONAL ACCOUNTSCHUPP@CONCRETEPRODUCTSGROUP.COM(740) 917-3826 SE C U R I T Y SY S T E M : NAVCO1008 LEGACY RANCH ROAD, WAXAHACHIE, TX 75165MARIO SALAZAR - REGIONAL ACCOUNT MANAGERMSALAZAR@NAVCO.COM - (510) 394-3082MICHELLE COLTON - PROJECT MANAGER, LEVEL 1MCOLTON@NAVCO.COM - (818) 906-2826 EXT. 4104 CO N S T R U C T I O N CA M E R A : OXBLUE COPORATION1777 ELLSWORTH INDUSTRIAL BLVD, NWATLANTA, GA 30318ATTN: MELISSA WESSELSCHMIDT - ENTERPRISE ACCOUNT MANAGERMWESSELSCHMIDT@OXBLUE.COM(404) 400-7616 INTERNET SERVICE PROVIDER PROVIDE PROJECT'S ISPCONTACT INFORMATION STAINLESS STEEL PACKAGE AIS INDUSTRIES, INC.4300 S. STATION MASTER DRIVETUCSON, AZ 85714ATTN: LARA GARCIAO: (520) 882-0233M: (520) 235-1123LARA@AISINDUSTRIES.COM ACCESSIBILITYDETAILS G0.1 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 08.31.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C and a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 SPECIFICATIONS G1.0 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 08.31.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C an d a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 SPECIFICATIONS G1.1 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 08.31.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C an d a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 SPECIFICATIONS G1.2 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 08.31.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C an d a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 SPECIFICATIONS G1.3 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 08.31.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C an d a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 SPECIFICATIONS G1.4 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 08.31.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C an d a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 SPECIFICATIONS G1.5 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 08.31.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C an d a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 CO V E R S H E E T C1 . 0 LEGEND PROJECT DATA PVC HP HP 2.2% 302.35 TC301.85 AC HORIZONTAL CONTROL NOTE: MONUMENT PROTECTION NOTE: UTILITY CONFLICT NOTE: FLOOD ZONE: DEVELOPER ENGINEER SURVEYOR BUILDING ARCHITECT GEOTECHNICAL ENGINEER BASIS OF BEARING & BENCH MARK: DU T C H B R O S CO F F E E 95 0 S . F . US H I G H W A Y 2 0 HIGHWAY 33 / W. MAIN ST PR I V A T E D R I V E ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's VICINITY MAP Sheet Number Sheet Title LOT 1RPR4CCF0000010(0.80 AC) LOT 2RPR4CCF0000020 (0.94 AC) 10/17/2023 DE M O L I T I O N A N D E R O S I O N C O N T R O L P L A N C1 . 1 US H I G H W A Y 2 0 HIGHWAY 33 / W. MAIN ST PR I V A T E D R I V E ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's LOT 1RPR4CCF0000010(0.80 AC) LOT 2RPR4CCF0000020(0.94 AC) 10/17/2023 SIT E P L A N C2 . 0 ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's LOT 2RPR4CCF0000020(0.94 AC) HIGHWAY 33 / W. MAIN ST PR I V A T E D R I V E US H I G H W A Y 2 0 DU T C H B R O S C O F F E E 95 0 S . F . CONSTRUCTION NOTES:ACCESSIBLE ROUTE REQUIREMENTS: 10/17/2023 HO R I Z O N T A L C O N T R O L P L A N C2 . 1 ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's HORIZONTAL CONTROL NOTES: HORIZONTAL CONTROL NOTE: SURVEY MONUMENTATION NOTE: LOT 2RPR4CCF0000020(0.94 AC) HIGHWAY 33 / W. MAIN ST PR I V A T E D R I V E US H I G H W A Y 2 0 DU T C H B R O S C O F F E E 95 0 S . F . 10/17/2023 GR A D I N G P L A N C3 . 0 ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's LOT 2RPR4CCF0000020(0.94 AC) HIGHWAY 33 / W. MAIN ST PR I V A T E D R I V E US H I G H W A Y 2 0 DUTCH BROSCOFFEE 950 S.F.FF=4856.10 GRADING NOTES: UTILITY CONFLICT NOTE: EXISTING DRAINAGE AND TOPOGRAPHY NOTE: GRADING ABBREVIATIONS: ACCESSIBLE ROUTE REQUIREMENTS: 10/17/2023 DR A I N A G E P L A N C3 . 1 ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's LOT 2RPR4CCF0000020(0.94 AC) HIGHWAY 33 / W. MAIN ST PR I V A T E D R I V E US H I G H W A Y 2 0 DUTCH BROSCOFFEE 950 S.F.FF=4856.10 UTILITY CONFLICT NOTE: STORM DRAIN CONSTRUCTION NOTES: UTILITY CROSSING NOTE: EXISTING UTILITY STRUCTURES: STORM DRAIN GENERAL NOTES: EXISTING DRAINAGE AND TOPOGRAPHY NOTE: 10/17/2023 SSCO-2 (GI OUT) SSCO-3 (GI IN) SSCO-4 SSCO-6 SSCO-1 (CONNECT TO EX) SSCO-5 UT I L I T Y P L A N C4 . 0 US H I G H W A Y 2 0 HIGHWAY 33 / W. MAIN ST PR I V A T E D R I V E ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's LOT 1RPR4CCF0000010(0.80 AC) LOT 2RPR4CCF0000020(0.94 AC) DU T C H B R O S CO F F E E 95 0 S . F . UTILITY COORDINATION NOTE: UTILITY PROTECTION NOTE: WATER CONNECTION NOTE: GENERAL UTILITY NOTES: UTILITY CROSSING NOTE: UTILITY LOCATION NOTE: UTILITY POTHOLING NOTE: UTILITY CONFLICT NOTE: DRY UTILITIES CONSTRUCTION NOTES: IRRIGATION CONSTRUCTION NOTES: WATER CONSTRUCTION NOTES: SEWER CONSTRUCTION NOTES: 10/17/2023 PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: ACCESSIBLE PARKING DETAILS ACCESSIBLE CURB RAMP DETAILS INTERNATIONAL SYMBOL OF ACCESSIBILITYSIGN POST DRAINAGE SWALE ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's CI V I L D E T A I L S C5 . 0 DETENTION POND 10/17/2023 1" R NOTE:ALL ASPHALTIC PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER NOTE:ALL PORTLAND CEMENT CONCRETE PAVEMENT (PCC)SHALL BE CONSTRUCTED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. CONTROL JOINT (SAWED) EXPANSION JOINT (TYPICAL) CONSTRUCTION JOINT LANDSCAPE LANDSCAPE PRECAST CATCH BASIN ASPHALT PAVING SECTION PCC PAVING SECTION ON-SITE CONCRETE SIDEWALK CONCRETE JOINTING CLEANOUTON-SITE CURB AND GUTTERON-SITE BARRIER CURB TRAFFIC MARKINGS CI V I L D E T A I L S C5 . 1 ͞ ͞ ͟ ͞ ͟ ͟Dial 811 Know what's DETECTABLE WARNING RPBA (3/4" TO 2") 10/17/2023 DUT C H B R O S C O F F E E 950 S Q . F T . (2) GT2 (8) AT (8) EC (10) TD (4) TG (15) TD (15) EC (2) GT2 (1) S (1) X NOTE:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTSTAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACTTHE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OFUTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THEVICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAINEXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALLCONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARELOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR"DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELYADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS.UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THATCOMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIERS AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2"SHREDDED WOOD MULCH (1-1/2" RIVER ROCK AS AN ALTERNATIVE) IN ALL NEW OR DISTURBEDPLANTING AREAS (EXCEPT FOR TURF AREAS). TOP DRESS ALL EXISTING SHRUB PLANTING AREASWITH 1-1/2" LAYER OF SHREDDED WOOD MULCH WHERE EXISTING MULCH IS RETAINED.CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNERFOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFTSHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. MULCHES GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HEHAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TOREMAIN).3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OFTHE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALLLANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTIONON TURF AREA AND PLANTING BED PREPARATION.b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAINSLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVEDRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADINGPLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADESAND ELIMINATE PONDING POTENTIAL.c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED,TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASEDON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH,ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOWFINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE.e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREASIMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TOMEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE.f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT,THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMSTO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECTOR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THEPERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS,ETC.).a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWNON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEENTHE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) ORCALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THELANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALLNOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THEPROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'SREPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TOSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS.5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THEOWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD,AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTINGPLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATIONWORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THELANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THEOWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. Scale 1" = 20' 10'40'20'0' LANDSCAPE PLANTING LP - 1 LANDSCAPE CALCULATIONS TOTAL SITE AREA: 22,374 SF BUFFERSW. MAIN STREET: 161 LFTREES REQUIRED: 6 TREES (1 PER 30 LF OF FRONTAGE)TREES PROVIDED: 6 TREESSHRUBS REQUIRED: 33 SHRUBS (5 PER 30 LF OF FRONTAGE)SHRUBS PROVIDED: 33 SHRUBS HWY 20 CORRIDOR: 190 LFTREES REQUIRED: 10 TREES (1 PER 20 LF OF FRONTAGE)TREES PROVIDED: 10 TREESSHRUBS REQUIRED: 18 SHRUBS (2 BETWEEN TREES)SHRUBS PROVIDED: 18 SHRUBS PARKING LOTPARKING AREA 2,112 SFLANDSCAPE AREA REQUIRED: 211 SF (10%)LANDSCAPE AREA PROVIDED: 712 SF (33.7%) TREES CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE AT 8 Acer truncatum x platanoides `Warrenred` TM 2" Cal. B&B 8` HT MINPacific Sunset Maple GT2 4 Gleditsia triacanthos inermis `Skycole` TM 2" Cal. B&B 8` HT MINSkyline Thornless Honey Locust TG 4 Tilia cordata `Greenspire` 2" Cal. B&B 8` HT MINGreenspire Littleleaf Linden EXISTING TREES CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE S 1 Existing Tree EXISTINGExisting Tree to Remain X 1 Existing Tree EXISTINGExisting Tree to Remove SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE EC 23 Euonymus alatus `Compactus` 5 gal. 36" OCCompact Burning Bush TD 25 Taxus x media `Densiformis` 5 gal. 36" OC 18" Min.Dense Yew SOD/SEED CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE TURF 1,782 sf Poa pratensis SodKentucky Bluegrass ROCK / STONE CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE OG 4,697 sf 1" Decorative Gravel 3" depthover weed filter fabric RR 5,559 sf 2-3" River Rock 3" depthRiver Rock mulch over weed filter fabric PLANT SCHEDULE LA N D S C A P E P L A N T I N G PROPERTY LINE RESTORE TO LIMITSOF DISTURBANCE STEEL EDGING BETWEENMULCH AREA AND TURF “ “ ” “ ” ”Dial 811Callbefore you dig.below.Know what's 08-30-2023 (800) 680-66301600 Broadway, Suite 1600Denver, CO 80202www.EvergreenDesignGroup.com EVERGREEND E S I G N G R O U P W. MAIN STREET PROPERTY LINE PROPERTY LINE PR I V A T E D R I V E EXISTING SIDEWALK EXISTING SIDEWALK EXISTING TREE TOREMAIN IN PLACE EXISTING TREE TOBE REMOVED HIG H W A Y 2 0 EXISTING TURF BETWEENSIDEWALK AND CURB RESTORE TO LIMITSOF DISTURBANCE STEEL EDGING BETWEENMULCH AREA AND TURF STEEL EDGING BETWEENMULCH AREA AND TURF COLOR BY OWNER COLOR BY OWNER PLANTING SPECIFICATIONS GENERAL A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRMSPECIALIZING IN LANDSCAPE PLANTING.2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BEREQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.B. SCOPE OF WORK1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS,LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FORTHE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWNON THE LANDSCAPE PLANS, NOTES, AND DETAILS.2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES ANDREGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALLINSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY,TRANSPORTATION AND INSTALLATION OF MATERIALS.3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OFANY WORK. PRODUCTS A. ALL MANUFACTURED PRODUCTS SHALL BE NEW.B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS:1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLYBRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTSSUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN ASPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREESSHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILARCLIMACTIC CONDITIONS.2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREEFROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH ASJ-SHAPED ROOTS).3. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BEIMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKETYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY,EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT ANDOWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL.4. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRALLEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGSAFTER PLANTING.5. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHESABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVEINCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.6. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OFTHE ROOT BALL.7. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THATTHE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROMHEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BEACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUMPERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ONPLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THECOMPOSITION OF THE SEED.E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER,PLANTS, ROOTS, AND SEEDS.F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8;MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE;SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTSAND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BEUSED.G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHERNUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM AQUALIFIED SOIL-TESTING AGENCY (SEE BELOW).H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS ATOP DRESSING OF TREES AND SHRUBS.I. WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC(OR APPROVED EQUAL).J. TREE STAKING AND GUYING1. STAKES: 6' LONG GREEN METAL T-POSTS.2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCHDIAMETER.3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITHGROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE.M. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARKGREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.N. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELEDFOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDESSHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A. SOIL PREPARATION1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALLLANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THEOWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.2. SOIL TESTING:a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLESTESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURALCLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUMADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NOLESS THAN ONE QUART OF SOIL.b. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONGWITH THE SOIL SAMPLES.c. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FORTHE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES,PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORTSHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FORLONG-TERM MAINTENANCE.3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORTRECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHERINCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT.4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OFROTOTILLING AFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000S.F.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEb. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEiv. IRON SULPHATE - 2 LBS. PER CU. YD.5. CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADEBEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFOREINSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALLNOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12"OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THEREARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B. GENERAL PLANTING1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDESAT THE MANUFACTURER'S RECOMMENDED RATE.3. TRENCHING NEAR EXISTING TREES:a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICALROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE ANDPRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ ISDEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUSEQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGEGRADE AT THE TRUNK).b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINEEXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERETREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDERSUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST.CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY.DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.C. TREE PLANTING1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THEROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE.REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOTDEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THEROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTSOUT FROM THE ROOTBALL.4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TOFOUR INCHES ABOVE THE SURROUNDING GRADE.5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1"DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULDADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE ORIMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTEDTOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL.6. THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THELANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPECONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREESTAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES:a. 1"-2" TREES TWO STAKES PER TREEb. 2-1/2"-4" TREES THREE STAKES PER TREEc. TREES OVER 4" CALIPER GUY AS NEEDEDd. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS ASNEEDED TO STABILIZE THE TREE7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE.COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITHMULCH (TYPE AND DEPTH PER PLANS).D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALLTHE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TESTRECOMMENDATIONS.2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEPTHE WEED BARRIER CLOTH IN PLACE.3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTINGBEDS, COVERING THE ENTIRE PLANTING AREA.E. SODDING1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.3. PROVIDE A STRAIGHT, CLEAN-CUT EDGE OF EXISTING TURF TO WHICH NEW SOD CAN BE ABUTTED.4. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SODSTRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.5. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOILUNDERNEATH.6. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN ATLEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.F. CLEAN UP1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREASIN A NEAT, ORDERLY CONDITION.2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.G. INSPECTION AND ACCEPTANCE1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN,FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTORSHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THELANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'SSATISFACTION WITHIN 24 HOURS.3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HASBEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTENNOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE ANDGUARANTEE PERIODS WILL COMMENCE.H. LANDSCAPE MAINTENANCE1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWNON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THEOWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWINGACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THATHAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOTGERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OFLITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, ANDTHE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAINTHE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASONTO MAXIMIZE WATER CONSERVATION.2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM,THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAININGA FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWINGCONDITIONS MUST OCCUR:a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FORSEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED ANDREPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHYGROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED ORRESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BENEATLY MOWED.I. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THEDATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALLREPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIEIN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPECONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATHCANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.J. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. ARECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT AREDOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. TREE PLANTING SCALE: NOT TO SCALEA 5 6 7 4 1 8 9 11 10 12 PREVAILINGWINDS NOTES:1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THATCOVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BESUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THEROOT FLARE IS 2"-4" ABOVE FINISH GRADE.3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFOREPLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OFBASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCHBURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.4. REMOVE ALL NURSERY STAKES AFTER PLANTING.5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES ORDEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE.6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROMBENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENTIN WIND. 1 2 3 TREE CANOPY. CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR12 GAUGE GALVANIZED WIRE WITH NYLON TREESTRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREESAND LARGER). SECURE TIES OR STRAPS TO TRUNKJUST ABOVE LOWEST MAJOR BRANCHES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTOUNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMAN, TWO PERTREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND18" MIN. INTO UNDISTURBED SOIL. MULCH, TYPE AND DEPTH PER PLANS. DO NOTPLACE MULCH WITHIN 6" OF TRUNK. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 4" HIGH EARTHEN WATERING BASIN. TRUNK FLARE. CONIFEROUSTREE PREVAILINGWINDS STAKING EXAMPLES (PLAN VIEW) 2 4 6 7 8 9 10 11 1 4 3X ROOTBALL DIA. 5 2 3 5 12 NON-CONIFEROUSTREE 13 13 FINISH GRADE. ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALEB TYPICAL CURB AND GUTTER TYPICAL PLANTING AREA LINEAR ROOT BARRIER MATERIAL. SEEPLANTING NOTES FOR TYPE ANDMANUFACTURER. INSTALL PERMANUFACTURER'S SPECIFICATIONS. TREE CANOPY TREE TRUNK TYPICAL WALKWAY OR PAVING1 2 3 4 5 6 1 4 2 3 5 6 5' 5' 5' 5' OPEN LANDSCAPE TO 10' PARKWAYOR ISLAND NOTES:1) INSTALL ROOT BARRIERS NEAR ALLNEWLY-PLANTED TREES THAT ARE LOCATEDWITHIN FIVE (5) FEET OF PAVING OR CURBS.2) BARRIERS SHALL BE LOCATED IMMEDIATELYADJACENT TO HARDSCAPE. UNDER NOCIRCUMSTANCES SHALL THE CONTRACTORUSE ROOT BARRIERS OF A TYPE THATCOMPLETELY ENCIRCLE THE ROOTBALL. LANDSCAPE DETAILS AND SPECIFICATIONS LP - 2 4 X 2X 3 2 1 5 6 7 4 1 2 3 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. MULCH, TYPE AND DEPTH PER PLANS. PLACE NOMORE THAN 1" OF MULCH WITHIN 6" OF PLANTCENTER. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. 5 6 7 SHRUB AND PERENNIAL PLANTING SCALE: NTSD 8 WEED FABRIC UNDER MULCH. 8 LA N D S C A P E D E T A I L S A N D SP E C I F I C A T I O N S FINISH GRADE.4 4 3 2 1 NOTES:1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. MULCH, TYPE AND DEPTH PER PLANS.3 TAPERED STEEL STAKES.2 ROLLED-TOP STEEL EDGING PER PLANS.1 C SCALE: NOT TO SCALE STEEL EDGING “ “ ” “ ” ”Dial 811Callbefore you dig.below.Know what's 08-30-2023 (800) 680-66301600 Broadway, Suite 1600Denver, CO 80202www.EvergreenDesignGroup.com EVERGREEND E S I G N G R O U P DUT C H B R O S C O F F E E 950 S Q . F T . M C R 1"7.0 1 1"16.0 2 DRIP TREE 1"3 4.5 1"7.0 4 1" BALL VALVE1" R.P. ASSEMBLY1" MASTER VALVE / FLOW SENSOR 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 QC QC NOTE:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTSTAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACTTHE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OFUTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THEVICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAINEXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALLCONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK. Scale 1" = 20' 10'40'20'0' IRRIGATION PLAN LI - 1 IR R I G A T I O N P L A N “ “ ” “ ” ”Dial 811Callbefore you dig.below.Know what's 08-31-2023 (800) 680-66301600 Broadway, Suite 1600Denver, CO 80202www.EvergreenDesignGroup.com EVERGREEND E S I G N G R O U P W. MAIN STREET PR I V A T E D R I V E HIG H W A Y 2 0 IRRIGATION DISCLAIMER THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OROUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTINGAREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALLVERIFY THE LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCHITEMS AT HIS OWN COST. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS ANDSPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLYAND SHALL NOT BE CONSIDERED ABSOLUTE. IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATIONCONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRINGUNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NOMORE THAN 25 WIRES. FOR PLAN CLARITY, ONLY SOME REPRESENTATIVE SLEEVES ARE SHOWN; SOME SLEEVESMAY NOT BE SHOWN. SLEEVING / WIRING NOTES: AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVES INSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2PER VALVE) AS PER DETAIL ON SHEET LI-2. INSTALL AIR RELIEF VALVES ON DRIPSYSTEMS AT THE LCOATIONS SHOWN ON THE PLANS, AS AS PER DETAILS. POINT OF CONNECTIONCONNECT MAINLINE DOWNSTREAM OF 1" WATERMETER (BY OTHERS). VERIFY LOCATION IN FIELD. CONTROLLER NOTELOCATE CONTROLLER INSIDE OF ELECTRICAL ROOM. VERIFY LOCATION INFIELD WITH OWNER'S REPRESENTATIVE. 120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATIONCONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS.HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATELOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNERAND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. #" # Valve Number Valve Size Valve Flow Valve Callout # VALVE KEY RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE RAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HANDADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECKVALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD PEB SERIES 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. SYMBOL MANUFACTURER/MODEL LASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE IRRIGATION LATERAL LINE: CLASS 200 IRRIGATION MAINLINE: SCHEDULE 40 PVC RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE) M IRRIGATION WATER METER AND TAP (BY OTHERS) SIZE AS NOTED ON THE PLAN C RAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLER RAINBIRD WR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED AREA TO RECEIVE DRIPLINERAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH RAINBIRD 33DLRC QUICK COUPLER, 3/4"QC 1" MASTER VALVE MODEL # 100-EFB-CP WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATOR XCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM. R IRRIGATION LEGEND ZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE WITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION IRRIGATION DETAILS LI - 2 IR R I G A T I O N D E T A I L S “ “ ” “ ” ”Dial 811Callbefore you dig.below.Know what's 08-31-2023 (800) 680-66301600 Broadway, Suite 1600Denver, CO 80202www.EvergreenDesignGroup.com EVERGREEND E S I G N G R O U P CONTROL ZONE KIT N.T.S. DRIP TUBE N.T.S. TREE BUBBLER N.T.S. REMOTE CONTROL VALVE N.T.S. DRIP END FEED LAYOUT DRIP CENTER FEED LAYOUT DRIP ISLAND LAYOUT MANUAL LINE FLUSH VALVE N.T.S. N.T.S. N.T.S. N.T.S. FINISH GRADE VALVE BOXSEE SPECS. BRICK SUPPORTS(THREE) SEESPECSLINE FLUSHINGVALVE TLSOV 3/4" GRAVEL SUMP(1 CUBIC FOOT) 1" DRIP TUBE JUNCTION BOX AND FITTINGS VALVESWIRES TO REMOTE CONTROL PVC SCH 40 CONDUIT 1-INCH PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY CABINETMETAL CONTROLLER INDOOR WALL PVC LATERAL PIPE 3/4-INCH WASHED GRAVEL3.0-INCH MINIMUM DEPTH OF PVC SCH 40 TEE OR ELL SCH 80 NIPPLE ( 2" LENGTH, PVC SCH 80 NIPPLE PVC SCH 40 MALE ADAPTER HIDDEN) AND SCH 40 ELL WATER PROOF CONNECTION 30-INCH LENGTH OF WIRE PVC SCH 80 NIPPLE (CLOSE) REMOTE CONTROL VALVE: VALVE BOX WITH COVER: FINISH GRADE/TOP OF MULCH PVC MAINLINE PIPE (LENGTH AS REQUIRED) PVC SCH 40 ELL BRICK (1 OF 4) 3" MIN. 10-INCH ROUND (1 OF 2) 1/2" SLIP SCH. 40 PVC ELL. 1/2" FLEX PVC PIPEMINIMUM 18" LENGTH 1/2-INCH MALE NPT X PVC LATERAL PIPEPVC SCH 40 TEE OR ELL STREAM BUBBLER NOZZLE TREE ROOT BALL ON 6" POP-UP SPRAY TREE WELL RIM HEAD BODY, SET INSIDEPLANTING "WELL" SET TOP OF HEAD FLUSHWITH GRADE AROUND OUTSIDE OF TREE WELL INCLUDE TWO BUBBLER HEADS, SETON OPPOSITE SIDES OF ROOT BALL 1/2" SLIP SCH. 40 PVC ELL.1/2-INCH MALE NPT X ADJUST STREAM BUBBLERFOR OPTIMUM COVERAGE BACKFILL LF 2" TO 4" FROM EDGE MANUAL LINE FLUSHING VALVEPLUMBED TO PVC OR POLY PERIMETER LATERALS PVC OR POLY EXHAUST HEADER AREA PERIMETER CONNECTIONDRIP LINE START MALE ADAPTER PVC OR POLY SUPPLY HEADER REMOTE CONTROL FILTER AND PRVVALVE WITH DISC DRIP LINE LF LF PVC OR POLY SUPPLY HEADER PVC OR POLY EXHAUST HEADER AREA PERIMETER REMOTE CONTROL FILTER AND PRVVALVE WITH DISC 2" TO 4" FROM EDGEPERIMETER LATERALS CONNECTION DRIP LINE START MALE ADAPTERCONNECTION DRIP LINE START PLUMBED TO PVC OR POLYMANUAL LINE FLUSHING VALVE DRIP LINE LF LF LF REMOTE CONTROL VALVE PRVWITH DISC FILTER AND CONNECTIONMALE ADAPTER DRIP LINE START SUPPLY HEADER - ISLAND PERIMETER DRIP LINE TEE DRIP LINE ELL DRIP LINE MANUAL LINE FLUSHING VALVEPLUMBED TO DRIP TUBING® CV SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE. CLASS 200 PVC, SIZEDAS NOTED ON PLANS. SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE. USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY. GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY. GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY. PVC SCH 40 COUPLING PVC SCH 80 NIPPLE (CLOSE) DRIP VALVE ASSEMBLY WITHFILTER AND PSI REGULATOR SERVICING ASSEMBLYPVC SCH 80 UNION FOR PVC SCH 40 ELL 3.0-INCH MINIMUM DEPTH OF3/4-INCH WASHED GRAVEL PVC SCH 40 MALE ADAPTER PVC SCH 40 TEE OR ELL PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCHLENGTH, HIDDEN) AND AS REQUIRED, 1 OF 2)PVC SCH 80 NIPPLE (LENGTH VALVE BOX WITH COVER: WATER PROOF CONNECTION 30-INCH LINEAR LENGTH OF BRICK (1 OF 4) PVC MAINLINE (1 OF 2) FINISH GRADE TOP OF MULCH 24-INCH SIZE ID TAG WIRE, COILED TOP OF GRADE TIE DOWN STAKE: DRIP TUBE 17 MM COMPRESSION FITTING 2" BELOW GRADE IN SHRUB BEDOR 4" BELOW GRADE IN TURF ( SHRUB BED ONLY ) WALL MOUNT CONTROLLER N.T.S. 8 10 5 6 2 9 7 4 3 1 PAVEMENT SURFACE TRENCH BACKFILL SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE LOCATOR WIRE W/BURIED CAUTION TAPE PVC IRRIGATION MAINLINE SLEEVING TRENCHING 2 3 5 1110 1 3 4 6 9 8 7 FINISH GRADE PVC IRRIGATION LATERAL SAND BACKFILL SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA. 11 CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS 18" M I N . 24 " M I N . 12" M I N . 18" M I N . 1 18" MIN. 24" M I N . 2 24" M A X 18 " M I N . 24 " M A X 9 8 7 12 PVC CAP, SOLVENT WELDED 4" MIN. 12TYP. 2 12" SUMPDEPTH 12" DIA.GRAVEL FILLSUMP PIT 1 2NOTE:AUTOMATIC VALVES ARE TO BE LOCATEDAT LOW POINTS OF LATERAL LINES.LOCATE END DRAIN VALVE 12"UPSTREAM FROM LAST HEAD. PIPE TRENCH 1 FINISH GRADE 45d TO 30d GAP BELOWHORIZONTAL 3 3 LATERAL LINE PIPE 4 AUTOMATIC DRAIN VALVE 4 AUTOMATIC DRAIN VALVE N.T.S. N.T.S.PIPE AND SLEEVE INSTALLATION WATER TAP DIAGRAM N.T.S. CITY MAINLINE ISOLATION VALVE (PER PLAN)5 WATER METER SERVICE LINE TAP2 3 4 1 BACKFLOW DEVICE (WHERE SHOWN)8 6 BLOW OFF VALVE (BOV)7 MANUAL DRAIN VALVE (BALL VALVE) WINTERIZATION PROCEDURE:1. TURN OFF EITHER THE METER AND ISOLATIONVALVE (DEDICATED IRRIGATION METER) ORISOLATION VALVE (DOMESTIC TAP).2. OPEN ONE CONTROL VALVE TO RELIEVEPRESSURE3. SLOWLY OPEN MANUAL DRAIN VALVE.4. REPEAT PROCEDURE FOR ALL MANUAL DRAINVALVES ALONG IRRIGATION MAINLINE.5. CLOSE MANUAL DRAIN VALVES AND BLOW OUTREMAINING WATER FROM THE BLOWOUT VALVE.SLOWLY INCREASE AIR PRESSURE, NOT TOEXCEED 80 PSI. DO NOT BLOWOUT SYSTEMFROM BACKFLOW. BLOWOUT SYSTEM TWICEBUT NOT TO EXCEED AT MORE THAN 2 MIN.INTERVALS. M M DEDICATED IRRIGATION TAP IRRIGATION CONNECTION FROM DOMESTIC WATER 1 2 3 4 5 6 7 8 TOIRRIGATIONSYSTEM TODOMESTICSYSTEM TO IRRIGATIONSYSTEM 1 2 3 4 876 5 BOV BOV POP-UP SPRAY HEAD N.T.S. 1/2" PVC 90, SOCKET X MIP 1/2" FLEX PVC, 12-INCH MIN. 1/2" PVC 90, SOCKET X MIP PVC SCH 40 TEE OR ELL POP-UP SPRAY SPRINKLER: FINISH GRADE/TOP OF MULCH PVC LATERAL PIPE12" MIN. DEPTH N.T.S.RP DEVICE N.T.S.RP DEVICE WITH INSULATED COVERN.T.S.RAIN SENSOR, ROOF MOUNT 2 1 1 2 PARAPET OR EAVE AUTOMATIC RAIN SENSOR -INSTALL PER MANUFACTURER'SINSTRUCTIONS PVC MALE ADAPTER COPPER 90° ELL COPPER MALE ADAPTER DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH BACKFLOW PREVENTERREDUCED PRESSURE (1 OF 2)COPPER UNION (1 0F 2) COPPER PIPE FINISH GRADECOPPER FEMALE ADAPTER IRRIGATION MAINLINE PIPE (1 0F 4) NOTE: NOTE: 12" (TYPICAL) BRONZE BALL VALVE REQUIRED BETWEEN METER AND R.P. DEVICE. (TYPICAL) (1 0F 4) IRRIGATION MAINLINE COPPER FEMALE FINISH GRADE COPPER PIPE (1 0F 2)COPPER UNION ADAPTER (1 OF 2) REDUCED PRESSURE BACKFLOW PREVENTER 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. COPPER MALE COPPER 90° ELL PVC MALE ADAPTER SET 1" ABOVE GRADE3" THICK CONCRETE PAD COPPER PIPE FROM POINT-OF-CONNECTION NOTE: NOTE: 12" STRONG BOX ALUMINUM INSULATED COVER ADAPTER COPPER PIPE FROM POINT-OF-CONNECTION DRIP ZONE INDICATOR N.T.S. RAIN BIRD XP-1200X DRIP TUBE SNAP COLLAR PLANT MATERIAL FINISH GRADE XERI-POP: 1/4-INCH BARBED INLET PROTECTIVE FLANGE 1/4-INCH SELF-PIERCING BARB CONNECTORINSERT FITTING: NOTE: INTO 1/2-INCH POLYETHYLENE TUBING.USE XERIMAN TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY RAIN BIRD SPB-025 ORVINYL DISTRIBUTION TUBING RAIN BIRD DT-025 RAIN BIRD PT-025POLYETHYLENE DISTRIBUTION TUBING 1/4-INCH TUBING: OR WITHIN LOW PLANTINGS FOR OPTIMUM VIEWING. WITH CLOSED SPRAY NOZZLE.LOCATE AT FURTHEST DISTANCE FROM DRIP VALVE ASSEMPLY, ADJACENT TO EDGING 1" X 30" GALV. STEEL PIPE SCH. 80 SWING JOINT ASSEMBLY FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL QUICK-COUPLING VALVE: PVC MAINLINE - 18" DEPTH 3 INCH DEPTH CLEAN PEA GRAVEL BRICK, 1 OF 4 BALL VALVE N.T.S. QUICK COUPLER VALVE WITH PVC BALL VALVE 12" x 17" RECTANGULARVALVE BOX LANDSCAPE DETAILS AND SPECIFICATIONS LI - 3 IR R I G A T I O N S P E C I F I C A T I O N S “ “ ” “ ” ”Dial 811Callbefore you dig.below.Know what's 08-31-2023 (800) 680-66301600 Broadway, Suite 1600Denver, CO 80202www.EvergreenDesignGroup.com EVERGREEND E S I G N G R O U P IRRIGATION SPECIFICATIONS GENERAL A. QUALIFICATIONS OF IRRIGATION CONTRACTOR1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATIONCONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FORSPECIFIC EQUIPMENT AND SYSTEM LAYOUT.2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATIONINSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSEDIRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK ISIN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTORPROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITEAND SUPERVISING ALL IRRIGATION WORK.3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BEREQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.B. SCOPE OF WORK1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALLMATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMSTHAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS.2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES ANDREGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCALAUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OFCONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALLPREVAIL.3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPEAREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATIONINSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER,BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATEDEQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS.4. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN INHARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN ACOMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELDADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PRODUCTS A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BETHE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OFONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BEOF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVEDEQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FORAN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTORMAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST.B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS.INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTIONDETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.C. PIPING1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION:a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESSb. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2"c. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER2. SLEEVING AND NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200PVC3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE.D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALLBEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBERCORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THEOPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS.E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS.F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKINGBOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAINTHE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVESTATION NUMBER HEAT-BRANDED INTO THE LID WITH 2" HIGH LETTERS.G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAYNOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS.H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITHINTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THETUBING ASSEMBLY.I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL-PROOF ENCLOSUREFOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE DISCONNECT SWITCH WITH GROUNDFAULT PROTECTION.J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL,SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLORSTATION AND COMMON WIRE.1. STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE2. COMMON WIRE - WHITE3. EXTRA COMMON WIRES - BLUEK. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICESSHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX.L. RAIN SENSOR: TYPE AND MODEL PER PLANS. METHODS A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHINPAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, ANDSHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ONPLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADEIRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOINSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWNCOST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SOPLACEMENT LOCATION IS CORRECT.B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TOCOMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHERAPPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANSAND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'SREPRESENTATIVE IMMEDIATELY.C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWNON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADESOR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCHOBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATIONDESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATIONCONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS.D. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITHTHE INSTALLATION OF THE IRRIGATION SYSTEM.E. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS ATLEAST 65 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED RANGE, DO NOT PROCEEDWITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN WRITING, AND OBTAININGSUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATIONCONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, THEIRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TOENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED INSUCH CIRCUMSTANCES.F. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE STARTOF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONSOF WALLS, STRUCTURES AND UTILITIES.G. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLERAND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES.H. TRENCHING NEAR EXISTING TREES:1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THECRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CAREAND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ ISDEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH ARADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THEAVERAGE GRADE AT THE TRUNK).2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINEEXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERETREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNELUNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEPMOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TOAIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. I. BACKFILL1. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILLMATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH,SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPEDURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH INANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVELANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHESOF ROCK-FREE SOIL, SAND, OR OTHER APPROVED MATERIAL.2. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BEUNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLYAND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THECONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIALCONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREEOF DEBRIS.J. BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTINGWATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALLMAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITECONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATIONDETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TOSERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTERION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW).K. PIPING:1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OFSMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BEAPPROVED.2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES (24"FOR MAINLINE 3"-5", AND 30" FOR MAINLINE 6" AND GREATER). LATERAL PIPE SHALL BEINSTALLED WITH A MINIMUM COVER OF 12 INCHES.3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALETHREADS ONLY.4. ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT-WELD PRIMERAND GLUE.5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANYOTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER.L. VALVES1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATIONDETAILS.2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVELLOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24"OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH GRADE INTURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH).3. EACH VALVE BOX COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATIONNUMBER.4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX.M. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THEIRRIGATION DETAILS.1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE.2. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, ANDSECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 24"-36" ON CENTER.N. SPRAY, AND BUBBLER HEADS:1. ALL SPRAY HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLYMARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BEINSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION. 2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 12 INCH FLEXPVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITHWELD-ON #795 SOLVENT AND #P-70 PRIMER.3. ALL SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO FINISHGRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANYBUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, WITH A CLEARANCE OF TWELVE INCHES(MINIMUM) FROM BUILDINGS, UNLESS OTHERWISE SPECIFIED.4. ALL SPRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOROPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC.O. AUTOMATIC CONTROLLER:1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALLCONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER.2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TOCONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BETHE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROMTHE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY.3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NOSPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAYBE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALLSPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THECONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALLSPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACHCONNECTION.4. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES.5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICEKIT" (UNLESS OTHERWISE SPECIFIED).6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OFMAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OFIRRIGATION CONTROLLERS.7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRESLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES.P. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATIONWITH THE OWNER. PROVIDE MINIMUM 5' CLEARANCE FROM OTHER OUTDOOR EQUIPMENT, FREEAND CLEAR OF ANY TREE CANOPY OR OTHER OVERHEAD OBSTRUCTIONS, AND ABOVE THE HEIGHTOF THE SPRINKLER COVERAGE. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TOENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATERAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THEIRRIGATION CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THEOWNER.Q. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED ASPER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.R. QUALITY CONTROL1. PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO ANYPLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THECONSTRUCTION MANAGER.2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATEREDCOMPLETELY AND UNIFORMLY.3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDINGREALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES.T. CLEAN UP1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALLWORK AREAS IN A NEAT, ORDERLY CONDITION.2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.U. INSPECTION AND ACCEPTANCE1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITECLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATIONCONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINALACCEPTABILITY.2. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THECONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'SSATISFACTION WITHIN 24 HOURS.3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE-INSPECTEDBY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINALACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEEPERIODS WILL COMMENCE.4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11" X 17"COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THECONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREASCOVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE.5. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION:a. QUICK COUPLER KEYS (2)b. CONTROLLER MANUAL (1)c. CONTROLLER KEYS (2)d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORDOF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTEDTHROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWINGMARKUPS.V. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCEAND START OF THE MAINTENANCE PERIOD.W. WARRANTY1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR ANDMATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OFFINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANYSETTLEMENT OF THE IRRIGATION TRENCHES.2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHERNON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THEOWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTSSHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BEINSTALLED AS ORIGINALLY SPECIFIED.3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THEOWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY.X. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATIONCONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD-PARTY CERTIFIED LANDSCAPE IRRIGATIONAUDITOR, AT NO ADDITIONAL COST TO THE OWNER. 3. USE OF RAIN SENSOR SHUT OFF OVER-RIDE DEVICE 2. NO OVERSPRAY ONTO PAVEMENT PERMITTED 1. SEPARATE TURF / SHRUB ZONES FOR SCHEDULING ADJUSTMENT IRRIGATION WATER CONSERVATION SHALL BE ACCOMPLISHED THROUGH THE FOLLOWING EFFORTS: WATER CONSERVATION IRRIGATION NOTE: FOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED. 1. L.I.C. SHALL SELECT R-VAN SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE, ADJUSTED 2. ALL PIPE TO BE SIZED SUCH THAT FLOWS WILL NOT EXCEED VELOCITY OF 5 FPS #" #Valve Number Valve Size Valve Flow Valve Callout # VALVE KEY RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE RAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HANDADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECKVALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD PEB SERIES 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. SYMBOL MANUFACTURER/MODEL LASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE IRRIGATION LATERAL LINE: CLASS 200 IRRIGATION MAINLINE: SCHEDULE 40 PVC RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE) M IRRIGATION WATER METER AND TAP (BY OTHERS) SIZE AS NOTED ON THE PLAN C RAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLER RAINBIRD WR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED AREA TO RECEIVE DRIPLINERAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH RAINBIRD 33DLRC QUICK COUPLER, 3/4"QC 1" MASTER VALVE MODEL # 100-EFB-CP WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATORXCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM. R IRRIGATION LEGEND ZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE WITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION P.O.C. NUMBER: 01Water Source Information: Irrigation Meter, By Others FLOW AVAILABLEWater Meter Size: 1"Flow Available: 30 gpm PRESSURE AVAILABLEStatic Pressure at POC (est.): 68.00 psiElevation Change: NAService Line Size: NALength of Service Line: NA Pressure Available:65.00 psi DESIGN ANALYSISMaximum Station Flow: 16.0 gpmFlow Available at POC:30.0 gpmResidual Flow Available: 14.0 gpm Critical Station: 1 Head Pressure Required: 35.00 psi Friction Loss (Laterals): 0.97 psi Fittings Loss (Laterals): 0.09 psi Loss through Valve: 1.80 psi Pressure Req. at Critical Station:37.86 psiLoss for Main Line: 3.12 psiLoss for Fittings 20%(Main Line): 0.62 psiLoss for Master Valve: 1.80 psiLoss for Backflow: 11.00 psiLoss for Water Meter: 0.4 psiCritical Station Pressure at POC:54.8 psiPressure Available:65.00 psiResidual Pressure Available: 10.2 psi CRITICAL ANALYSIS LATERAL PIPE SHALL BE SIZED TO ALLOW A MAXIMUM FLOW VELOCITY OF FIVE FEET PER SECOND ACCORDING TO THE FOLLOWING CHART: FLOW IN GPMUP TO 5 GPM6 - 10 GPM11 - 15 GPM16 - 28 GPM29 - 35 GPM36 - 54 GPM55 - 81 GPM82 - 120 GPM LATERAL PIPE SIZE3/4" CLASS 2003/4" CLASS 2001" CLASS 2001 1/4" CLASS 2001 1/2" CLASS 2002" CLASS 2002 1/2" CLASS 2003" CLASS 200 LATERAL PIPE SIZE CHART DUT C H B R O S C O F F E E 950 S Q . F T . 4 4 1 3 1517 9 2 10 44 12 18 11 20 144 7821 151718 13 13 15 22 16 SITE PLAN SP1.0 SHEET NAME: SHEET NUMBER: 2021 DB Franchising USA, LLC DESCRIPTION:DATE:REV: 10.02.23 c 1001 SE SANDY BLVD, SUITE 100PORTLAND, OR 97214V. 503.552.9079F. 503.241.7055WWW.GNICHARCH.COM AN OREGON LIMITED LIABILITY COMPANY “The n a m e D U T C H B R O S . a n d a l l a s s o c i a t e d l o g o s , d i s t i n c t i v e d e s i g n s , c o n t e n t , i n f o r m a t i o n , a n d o t h e r m a t e r i a l s f e a t u r e d , d i s p l a y ed , c o n t a i n e d h e r e i n , a n d m a d e a v a i l a b l e b y D u t c h B r o s . , i n c l u d i n g b u t n o t l i m i t e d t o , t h e “lo o k a n d f e e l ” o f t h e e s t a b l i s h m e n t s a n d p r o d u c t s , a l l t e x t , i m a g e s , c o l o r s , c o n f i g u r a t i o n s , g r a p h i c s , d e s i g n s , i l l u s t r a t i o n s , p h o t o g r a p h s , a nd p i c t u r e s ( c o l l e c t i v e l y , t h e “Mat e r i a l s ”) a r e o w n e d b y a n d / o r l i c e n s e d b y D B F r a n c h i s i n g U S A , L L C and a r e p r o t e c t e d b y c o p y r i g h t , t r a d e m a r k , t r a d e d r e s s , p a t e n t , a n d / o r o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s a n d u n f a i r c o m p e t i t i o n la w s u n d e r t h e U n i t e d S t a t e s a n d f o r e i g n l a w s . ” Pr o j e c t N o : I D 0 9 0 6 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 85 5 W M a i n S t . Re x b u r g , I D 8 3 4 4 0 Fo r : M i l k c r a t e D e v e l o p m e n t , L L C . 48 2 8 E 1 2 5 0 S He b e r , U T 8 4 0 3 2 D B 2 5 5 0 - A 2 - T ISSUED FOR PERMIT:08.31.2023 SCALE: 1/16" = 1'-0" SITE PLAN1N SITE PLAN KEYNOTES: 1. ACCESSIBLE VAN PARKING STALL W/ ACCESSIBLE PARKING ONLY SIGN 2. ACCESSIBLE HARDWARE AND CLEARANCES REQUIRED 3. PARKING STALL, TYPICAL (18' X 9') OR AS REQUIRED BY LOCAL JURISDICTION 4. DIRECTIONAL PAINT, AS REQUIRED 5. ACCESSIBLE ROUTE FROM PUBLIC ROW 6. NOT USED. 7. TRASH ENCLOSURE, 20'x12' MIN. OR AS REQUIRED BY LOCAL JURISDICTION,W/ LOCKING GATES. REFER TO SHEETS A9.0-A9.1 FOR DETAILS; COORD. W/LOCAL REFUSE SERVICE PROVIDER FOR MIN. REQUIREMENTS ANDCLEARANCES 8. TRASH LOADING ZONE, COORDINATE APPROACH AND ORIENTATION OFTRASH ENCLOSURE W/ LOCAL REFUSE SERVICE PROVIDER 9. CONCRETE PAD AT DRIVE-THRU WINDOW; DRIVE-THRU CONC. PAD: MIN. 60'IN LENGTH, UNLESS NOTED OTHERWISE 10. WALK-UP SERVICE WINDOW 11. 6" BOLLARD W/ DB BOLLARD COVERS, BOLLARD LOCATIONS VARY FORINDIVIDUAL STORE DESIGNS; SEE FLOOR PLANS 12. RUNOFF POND LOCATION. 13. CONC. MEDIAN, 4' WIDE MIN.; 5' WIDE PREFERRED. 14. PREFERRED GREASE INTERCEPTOR LOCATION, IF REQUIRED BY LOCALJURISDICTION 15. PROVIDE 2" CONDUIT W/ PULL STRING TO CHRISTY BOX FOR FUTUREDRIVE-THRU SENSORS. 16. MONUMENT, BY OTHERS, FACING MAIN STREET, REFERENCE SHEET SP1.1 17. POLE MOUNTED STATIC BACKLIT LED MENU BOARD, BY OTHERS, PROVIDEPOWER AND DATA IN WEATHERPROOF J-BOX, REFERENCE SHEET SP1.1 18. PROVIDE 2" CONDUIT W/ PULL STRING TO CHRISTY BOX, FOR FUTUREDIGITAL MENU BOARD UPGRADE 19. POLE MOUNTED DIRECTIONAL SIGNAGE, BY OTHERS, REFERENCE SHEETSP1.1 20. EXIT LANE W/ STRIPING, STRIPES 4" WIDE, 24" O.C., SAFETY WHITE. 21. CONCRETE APRON AT TRASH ENCLOSURE. 22. CENTRAL FEATURES AND COMMUNITY SPACES REQUIREMENTS. 1 10.02.23 CITY COMMENTS 1 1