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HomeMy WebLinkAboutPZ - Ten Mile Review Board Approval TEN ;• MILE October 27, 2022 To: Bill Parsons, Planning Supervisor Community Development Department City of Meridian From: The Ten Mile Design Review Board Re: Dutch Bros—Retail Building Lot 1 &2, Block 1, TM Creek Sub No. 2 320 South Ten Mile Road, Meridian, ID 83642 In accordance with the requirements of the Ten Mile Crossing Design Guidelines (Guidelines), the Ten Mile Crossing Design Review Board (Board) affirms that it has reviewed and preliminarily approves the proposed building, elevations, site plan and landscape plan for Dutch Bros Retail Building, Lots 1 & 2, Block 2, TM Creek Sub No. 1. The following comments must be addressed and submitted for final Board approval prior to submitting for building permits: • Provide final physical color selections and samples prior to installation • Provide final signage design (requires separate DR Approval) • Prior to certificate of occupancy, all landscape must be installed (or provide a surety) per the approved Ten Mile Crossing Design Guidelines landscape plans Subject to the above conditions, the Board finds the project to be compliant with the Guidelines, and submits this approval letter in accordance with the procedures and requirements of the Guidelines in anticipation of Meridian City administrative confirmation. Respectfully, Ten Mile Crossing Design Review Board Jonathan D. Wardle TEN MILE CROSSING—2929 W. Navigator Drive,Ste.400, Meridian, ID 83642 www.brightoncorp.com—www.tenmilemeridian.com—208-378-4000 0 Know all before below.dig. DUTCH BROS. COFFEE - ID0802 - MERIDIAN ID 3 � � Dial 811 � a s= N o a v a � ❑ m o N T.O. TO. W Z7 PRE-FINISHED PARAPET N PARAPET 3 ARAPET 3 +25'_6' CAP FLASHING, PRE-FINISHED PARAPET +25'-8" PRE-FINISHED PARAPET COLOR TO MATCH CAP FLASHING, SIDING O SIDING SYSTEM SIDING SYSTEM SYSTEM CAP FLASHING, SIDING SYSTEM U 1A 28 iA COLOR TO MAT PRE-FINISHED PARAPET � COLOR TO MATCH 1 C CAP FLASHING, 1 A ryj ,1,T.0 PARAPET 2 COLOR TO MATCH T.O.PARAPET 2 ❑ 41 -23'-6' PRE-FINISHED PARAPET LIGHTED SIGN. PRE FINISHED PARAPET FRAMED CANOPY; 1A �+23'-8" MECHANICAL UNIT BEYOND; PRE-FINISHEO PARAPET PRE-RNISHED PARAPET QL CAP FLASHING, INSTALLED BY SIGN CONTRACTOR, CAP FLASHING, DOWNSPOUTS TO STORM DRAIN SIDING Q Q� COLOR TO MATCH COOOD.WI ELECTRICAL J-SOX COLOR TO MATCH OR TRENCH DRAIN S DAYLIGHT SYSTEM SCREENED BY PARAPET CAP FLASHING, CAP FLASHING, •E -6 2B AND BLOCKING REQUIREMENTS to TO DRNE AISLE 2A LIGHTED SIGN, COLOR TO MATCH COLOR r0 MATCH J ❑ INSTALLED BY SIGN T.O.PARAPET 1 CONTRACTOR, T.O.PARAPET 1 COOOD.WI ELECTRICAL SIDING SYSTEM �y SIDING SYSTEM r J-BOX AND BLOCKING SIDING SYSTEM - 18 V♦ 18 S ® * REQUIREMENTS c 1 g �I♦ o i Q ❑ CORNICE TO MATCH SIDING SYSTEM CORNICE TO MATCH = CL T.O.CORNICE , T.O.CORNICE COR _ ❑ E BAND CORNICE TO MATCH &4N© NICE TO MATCH I 1A S� B.O.FIN. c O CANOPY FRAMED METALAWNINGS, ❑ +12•-0' CANOPY FASCIA - 8Y OTHERS c -❑ B.O.AWNING - E ❑ �1D-0 - STOREFRONT �-- � -� rn N PRE-FAB. SYST EM T ❑ _�_ PRE-FHB. METALAWNINGS. +10'-0" ` � N L METALAWNINGS, •-� // BY OTHERS PRE-FAS. LIGHT FIXTURE METALAWNINGS, 8'-0"B.O.FIXTURE ❑ �, BY OTHERS // CANOPY SOFFIT 8Y OTHERS - _ L4 N SIDING SYSTEM - ❑ �- a 1B w L _ LIT',_:.1 .:;.. FINISH O WINDOW SILL i i ! q I LED MENU BOARD i�� 02 TRANSITION Q)2I )21`l' Q21 STONE VENEER +3'-z - - 0] j SERVICE -- - - - - - - - - -- -- - - t U WINDOW SILL+2-1d' r-r STONE VENEER SEFIVICE ,- Q WINDOW STONE VENEER STONEVENEER -_-f__T--Z- -3" '. N - ,,I,T O SLAB GP STEEL PIPE BOLLARD T.O.SLAB Q -r N WI PLASTIC SLEEVES N •L -0'-0' +0,-0" O DRNE AISLE GAS METERS STONE VENEER EXTERIOR DOOR, STAINLESS STEEL DRNE AISLE STONEVENEER CV 0'6" Q PAINTED PER PLAN SERVICE TRAY -0'-fi" e N " ❑ Pv v d ° U ❑ 4 SOUTH ELEVATION 3 NORTH ELEVATION m SCALE: 3/1 b" = 1'-0" SCALE: 3/1 b" = 1'-0" act p PRE-FINISHED PARAPET N c Uj CAP FLASHING, fr COLOR TO MATCH 2A SIDING SYSTEM •21 CIO �' � PARAPET 3 SIDING SYSTEM 18 O 2A to ❑ +25'-W PRE-FlNISHED PARAPET PRE-FINISHED PARAPET I SIDING G SYSTEM CAP FLASHING, CAP FLASHING, CL C Y SI CORNICE TO MATCHA SIDING SYSTEM IA LQR TO MATCH COLOR TO MATCH Q '- L T.0.PARAPET2 ❑ �+23'-8' PRE-RNISHED PARAPET PRE-FINISHED PARAPET (y E EXTERIOR FINISH SCHEDULE CAP FLASHING, CAP FLASHING, ADDRESS NUMBERS. O N COLOR TO MATCH SIDING SYSTEM COLOR TO MATCH SIDING SYSTEM PROVIDED BY SIGN p m 0 1A 16 1A 1C `. `. VENDOR;COORD WIAHJ ID TAG MATERIAL MANUFACTURER MODEL REMARKS _._._- _ x Ix' REQUIREMENTS.PROVIDE -0 HIGH CONTRAST WI CIO T.O.PARAPET 1 BACKGROUND N 4 ZONE 1 (BODY) - n 1 A STUCCO DOLOR:OB DARK GRAY INSTALLED BY SIGN CONTRACTOR. Q " " Lo 3-COAT SYSTEM WI ACRYLIC MEDIUMUGHTEDSIGN x 21 a SAND FINISH;REVEALS AS SHOWN COOOD.WI ELECTRICAL J-BOX ¢p U AND BLOCKING REQUIREMENTS MECHANICAL UNIT ❑ 3-COAT SYSTEM WI ACRYLIC MEDIUM COLOR:REFLECTION, �y 18 STUCCO BEYOND;SCREENED =y SAND FINISH;REVEALS AS SHOWN SW7661 FRAMED BY PARAPET ❑ � T.O.CORNICE CANOPY N 3-COAT SYSTEM WI ACRYLIC MEDIUM COLOR:MARCH WIND, BAND FASCIA ' - - - - p 1C STUCCO SAND FINISH;REVEALS AS SHOWN SW7668 +1a'o a00 � ZONE 2(TOWER) B.O.FIN. a ❑ � CANOPY --" o p FIBER CEMENT ILLUMINATION,AWP 1818&3030 WI 0 2A NICHIHA COLOR:OB BLUE - f CORNICE TO MATCH � SIDING MATCHING PANEL CORNERS I. 1A BOTH SIDES y FIBER CEMENT VINTAGEWOOD,AWP 1818 WI 2B NICHIHA COLOR:ASH i y ONE VENEER �I � p SIDING MATCHING PANEL CORNERS ❑ STOREFRONT ZONE 3(BASE) > C C SYST EM CANOPY �i/ _ _ �// !• ii/ - - % �% Q1 O STONE +10'-D' SOFFIT - L L] VENEER ELDORADO STONE CLIFFSTONE,BANFF SPRINGS COLOR:DARK GRAY Q -+ La LIGHT FIXTURE, J ii' 4'- .- 8•-0"B.O.FIXTURES J STONE SILL ELDORADO STONE SNAPPED EDGE WAINSCOT SILL COLOR:DARK GRAY '- 0] � 8'STEEL PIPE BOLLARD = El /i ' � �- I E_ V) ZONE 4{BUMP OUT SOFFIT) WI PLASTIC SLEEVE - -=�r � �_ SIDING SYSTEM CL c: CFO 3 SIDES; COLOR:OLD WINDOW SILL 1B ❑ s= 4 FASCIA FLAT METAL FASCIA TOWN GRAY[DB GRAY AS +��' m AVAILABLE) SERVICE ' — 11 � _c WINDOW SILL+2'-10 0 0 1x8,T&G,118"REVEAL, - - � � - - - I STOREFRONT SYSTEM& v 0 0 5 SOFFIT HEWN ELEMENTS NATURAL NORTHWESTER SPRUCE SEALED ROOF OVERFLOW DOWNSPOUT F I '' -i _ % DOOR PER PLAN CL m NOTE:PROVIDE 3`x2"SMOOTH DOWNSPOUTS&ALL NECESSARY ADAPTORS AT AWNING LOCATIONS;COLOR DB DARK GRAY AJO LAB - /� z V) d DRIVE AISLE LED MENU BOARD STAINLESS STEEL STONE VENEER SIDING SYSTEM STOREFRONT SYSTEM& STONE VENEER STOREFRONT SYSTEM& N 7� SERVICE TRAY Q ]B DOOR PER PLAN Q DOOR PER PLANzi x Q ❑ N S N O NN ci r2__ EAST ELEVATION f1] C] ❑ - CV a i on N SCALE: 311;5" = 1' Q" � Q O E -0 R L 6 N p o _ 0 O c O � � N TO PARAPET 3 PRE-FINISHED PARAPET {� ❑ +25'�` PRE-FINISHED PARAPET PRE-FINISHED PARAPET CAP FLASHING, �+ p SIDING SYSTEM CAP FLASHING, SIDING SYSTEM CAP FLASHING, PRE-FINISHED PARAPET COLOR TO MATCH O COLOR TO MATCH CORNICE TO MATCH SIDING SYSTEM COLOR TO MATCH 2A O O t B 1 C CAP FLASHING, p T O PARAPET 2 Q 1 A 1 A 18 1 A COLOR TO MATCH SIDING SYSTEM E .-� +23� PRE FINISHED PARAPET 28 2A v Ca L CAP FLASHING, C C O COLOR TO MATCH SIDING SYSTEM MECHANICAL UNIT BEYOND; 0 � C .2I A 28 SCREENED BY PARAPET C T.O.PARAPET 1 LIGHTED SIGN, INSTALLED BY SIGN L =21'-D CONTRACTOR, N J 0 I D p ELECTRICAL)-BOX W L a AND BLOCKING C a T CORNICE TO MATCH REQUIREMENTS 0) p 4) FRAMED V, y T.O.CORNICE CANOPY FASCIA UT -0 BA4DD - - - Q W � fV U a) r4) LJ 7 0 B.O.FIN. - -- W > 0 c� CANOPY - N r c u7 +12'-0' = -c nl CV a rn B.O.AWNING - 1- L O +iD'-0' �' - 0 � � V Q- F _ _ CANOPY SOFFIT V+ rn v o U 4--+ {y L4 LIGHT FIXTURE, 8'0 B O FIXTURE r�� N LIGHT FIXTURE m V � V-0"B.O.FD[TURESCD - L8 O STONE VENEER 00 w 0 FINISH - - - p ❑ 0 TRANSITION Q PROPOSED METER PROPOSED ME ER PROPOSED METER PROPOSED METER L +3'-2' SOCKET SOCKET SOCKET SOCKET ❑ O SERVICE LOCATION �- LOCATION LOCATION -- d LOCATION A N Uj WINDOW SILL+2-id' - � - _j � - __ !t - - '!1 fi"STEEL PIPE BOLLARD L] p p SIDING SYS� ` WI PLASTIC SLEEVES d L� 1B 0 U} T.O.SLAB tl O m +D'-0' PRE-FAB.METALAWNINGS EXTERIOR DOOR, STONE VENEER PRE-FAR.METALAWNINGS E)CIERIOR DOOR, SIDING SYSTEM STONE VENEER EXTERIOR DOOR, SIDING SYSTEM EXTERIOR DOOR. PRE-FA$.METALAWNINGS EXTERIOR DOOR, DRIVE AISLE GAS METERS N d,8„ &DOWNSPOUT,BY OTHERS PAINTED PER PLAN &DOWNSPOUT.BY OTHERS PAINTED PER PLAN I C Q PAINTED PER PLAN 8 PAINTED PER PLAN &DOWNSPOUT.BY OTHERS PAINTED PER PLAN p N N C Vl PREL FOR ON r( 0] 7 F'INY N /%"11.N/T WEST ELEVATION CONSTRUCT CA L � � 7 SCALE: 3/16"= 1'-O" $ H rna) CL cq _c L 0 Know what's oreyoubelow. DUTCH BROS. COFFEE - ID0802 - MERIDIAN ID p Call before you dig. 3 �V � Dial 811 a A C 64'-0" L 66'-0" 5-0" w TOTAL BUILDING SQUARE a FOOTAGE :GROSS = 6,031 SQ. FT. Q FRAMED vi (1) CANOPY � ABV. O 0 O OV' A L _O -E O � e U � Q o �I III D, Z ~ Q .E 3c: II Q _ __ � II II 1 . X (n CANOPY In a ABV. Q o O _ III I I0 L I I= U L RUNNERAREA n W 0 a PRODUCTION Q r� Z Z W I SUITE D(DUTCH BROS)c USABLE: O Q v O III LEASABLE31,471 S.F. - U II II I I `\ �.Ll M II II LL Z II II r — .1 v g) I 0 >1 Ff II O L III STORAGE 41 ° II II 3d 2d L 03 o a :� - - d \ Q II II COOLER \ ''II PROPOSED aI METER PROPOSED _iD 6��— —I— MECH, J` \ SOCKET GAS M METERS N 0 �_ ROOM LE LOCATION LOCATION OFFICE/ CN o L O \ STTORAGE / / 5_0„ 6„ L � � _ , � p N V o \ O o° ACCEESSIBLE o p LJ � UNISEX o Lj a� RESTROOM O co 0 v v 3 Q N O ru j N OU) � o p U rn a� SUITE C a v v USABLE: 1,295 S.F. a v " LEASABLE: 1,380 S.F. 0- O c � o CL m E (V L N v C-4j 11 11 O i O V) p � os XI O- AWNING O N OU ABV. ON N 2 AWNING NI vO A2.0 2 — — ABV. O v O UTILITY Azo °O p N N CANT STRIP, ROOF DRAIN SINGLE PLY ROOFING MEMBRANE, v AS NECESSARY W/OVERFLOW, 0 ERDENSDECK BOARD — ROOM v L_ PER PLAN, OVER 2 LAYERS OF INSULATION, - O E Q IN SOME OVER SHEATHING,PER PLAN > c: lit 3 v 0 J N v - >T � LL •O v ° AWNING N ABV. c L J o L �F' 3' .2 N Q METER SED pl • (n �! SOCKET �- LOCATION Q 0 O 0) AWNING I („) � FILLER, ABV. W •� (MIN.EXPANDING FOAM OR SIMILAR) — L v v SUITE B LL USABLE: 1,359 S.F. os m PIPE T MAIN ROOF DRAIN, OVERFLOW ROOF DRAIN, N O O STORM SYSTEM, PIPE TO LAMB'S TONGUE,18"A.F.F.; LEASABLE: 1,445 S.F. p OR TRENCH DRAIN, REFERENCE SHEET A6.0 _0 PER PLAN FOR LOCATIONS J J - xI � Q O x(.00 7 J y+ 04 PROPOSED N 04 O METER C1 c O NI N SOCKET Vl 0 U 3 TYPICAL 4" ROOF & OVERFLOW DRAIN DETAIL LOCATION = o 0 p E SCALE: 1-1/2" = 1'-0" 01 c: E_ 04 o 0 ov n o ° E a v c c > O I v 0 U p c +� BUILDING EXTERIOR WALL AWNING v o ABV. PROPOSED p E METER E L) PER PLAN SOCKET 0 LOCATION BUILDING ROOF DRAIN, SIZE AND LOCATION, ABV.ING v, o � PER PLAN N : t O ca o SUITE A o tm o TRENCH DRAIN USABLE: 1,378S.F. _FLUSH W/ TOP OF SIDEWALK, a) � � W � L7 DAYLIGHT TO FACE OF CURB; LEASABLE: 1,532 S.F.. . N COORD. SLAB THICKNESS AND J JI °' ,� N REINFORCEMENT W/ CIVIL J ,� a 00 N p o �' ASPHALT, Q PER CIVIL � 4-7N 0) -v o O c a �0 c� c: � \\ -�\\\% \\\� %\�\\SIDEWALK, PER \\�\ I p v In 3 C W C v o 7) C, Az.o vi ° O m N •- O N C o N o � m -- DOWNSPOUT DISCHARGE DETAIL, TYP. FLOOR PLAN z - ai a SCALE: 3/4" = 1'-0" PRELIMINARY NOT FOR CONSTRUCTION SCALE: 3/16" = 1'-0" 0' 2' 4' 0 N N Q 0I CN � v i 0 0 Know sbelow. p Callll before you dig. DUTCH BROS. COFFEE - ID0802 - MERIDIAN, ID Ui Dial 811 N SITE PLAN .21 PROJECT DATA U; c' Q c � MULTI-TENANT BUILDING = 5,825 SQ. FT. � ° •:eiena s wuawiamu °nw Q ' W Snyder gr O LOT 1 SIZE = 33,043 SO. FT. (0.76 AC) - -_ c LOT 2 SIZE = 32,467 SQ. FT. (0.75 AC) }, T�° SETBACKS WM1' r LJ..I V' a; - FRONT: NONE J _ SIDE: NONE y _ Vl L O 10 20 40 W Franklin Rd W FfBnklfn Rd Z 2 Q , REAR: NONE anklln Rd 00 o TRASH ENCLOSURE = 40'x12' y rc°rxll. Crce, ._ c SCALE: 1"=20' = N N J W J PROPOSED REGULAR PARKING 36 M PROPOSED ADA PARKING = 2 2 ; TOTAL PARKING = 38 W ~ m Z ° BICYCLE STALLS Kr°nndy ...... O Q o� U z c REQUIRED = 1 PROVIDED = 4 V walrmar.: W - QUEUING = 27 ^ ` L�AT)� Z W a o Z L p Q '0 .o r.p� 0 c ° .0 ° I I Z Vl N I I _ W Owe rlana Rd o c+ I I I a VICINITY MAP r4) a I Ten Mile Flats, LLC - 0 260 S. Ten Mile Road ° a R8483010050 I i P Ten Mile Crossin , Inc I I U « \ (D2) 270 S. Ten Mile Road I I co Q CONSTRUCTION NOTES o (0 EASEMENT TO BE VACATED I R8483010040 I II I50 I 25.50' I 1. EXISTING PROPERTY LINE, TYPICAL. ..V '- o j/ Lill" I BY OTHERS (D3) °o r \ I I I 2. EXISTING EASEMENT, TYPICAL. Q o Trash Enclosure Corners I I 3. LOCATION OF PROPOSED BUILDING AS NOTED; CONFIRM ALL DIMENSIONS AND REQUIREMENTS 1 4.3'Northerly o undary I 51 I WITH ARCHITECTURAL DRAWINGS. Q!�) 0 1 I 1 DECLARATION AND GRANT Po C S89°26'50"E 43.77' y y 25 S89° 26' 50"E 357.63'(M&R1) I OF EASEMENT I 4. PROPOSED TRASH ENCLOSURE; CONFIRM ALL DIMENSIONS AND REQUIREMENTS WITH O °D INSTRUMENT N0. 2019-021638 ARCHITECTURAL AND STRUCTURAL DRAWINGS. o P7�80 iy " " y " ' y " ' '18�'.21- y ' y " ' " " ' ' ' " " ' ' ' " 25 " ' , ' ' ' ' " , " , '176.42' ' ' y " ' " ' " ' PLS7880" 5. PROPOSED VERTICAL CLEARANCE BAR; REFER TO SIGN PLANS FOR EXACT PLACEMENT AND o l 24 - ® 23 ° ADDITIONAL INFORMATION. .o a EXISTING UNDERGROUND 2011 19 23 �°" " M/--\ I, I c NPRESSURIZED IRRIGATION TO '" " 1 12 I L "" �_ 6. PROPOSED ASPHALT PAVING, TYPICAL. Is P BE RELOCATED BY OTHERS r 6 ; . N 12 N 6 12 ' ° - -o" 7. PROPOSED CONCRETE PAVING, TYPICAL. �-. 1.1 0.54" c o 2 PUBLIC RIGHT _12' III i i0 -0 ' 25 12 ®� 5 23 1 " J I 8. PROPOSED CONCRETE SIDEWALK, WIDTH VARIES, SECTION. 8 wn 21 a �' a 4 1 ° I " " ^ I 9. PROPOSED ACCESSIBLE CURB RAMP, TYPICAL. OF_ CASE 7 _-fl1 N Y WSTRUMENT N0. 20A6_116 NT i ; • 25 24" - I," - I. „ 0 326 z " ` ° a°. ° " 24 "" ' " " ^• "18 y, ✓. -----�LI° l "' o I 10. PROPOSED SINGLE ACCESSIBLE PARKING STALL WITH ALL REQUIRED SIGNAGE, REFER TO a E o y ° 18 ' ' y ,� , 1 I a a ° , a "Qy ' " , °�: ° ,. LO GRADING PLAN FOR ADDITIONAL INFORMATION. SEE DETAIL THIS SHEET. m y a ► I 21 I 12 I y I� rn "' ' � 11. STANDARD PARKING SPACE, TYPICAL. LL��JJ 18 13 24 25 ' 'I , 20 o i 12. PAINT DIRECTIONAL ARROWS WHERE SHOWN, TYPICAL. W _ i. l I Y"_"y "�I 1�1 . a ° 8 1 c°, 18" • 26' " 18 r'•a, ""I" r� I 13. PAINT 4" WIDE WHITE REFLECTIVE PAINT PARKING STALL STRIPES, TYPICAL; ALL STRIPING TO u a 1 )PROPOSED ELECTRICAL ° 13 00 ' " .y ' M PROPOSED CONFORM WITH CITY OF REQUIREMENTS. °� rn p METER (TYP. OF 3) DRIVEWAY 14, PAINT CONTINENTAL STYLE PEDESTRIAN CROSSWALK STRIPING 1 FOOT WIDE STRIPES AT 2 ° .o oo66 �° cfl �' " ° 21 19' 23 23 I I , '6 'v A iQ LANDSCAPE " ' �29A I w J. and Sheana M. Randall I I � I I 1/2' FEET ON CENTER. 0 u N 0 l - BUFFER ' , " ' Q °.. 18 1111i 12 12 S. Ten Mile Road I ►'il 1 a I 15, EXIT LANE: PAINT STRIPING 2 FEET ON CENTER FOR STRIPED OUT AREA AS SHOWN, TYPICAL. 0 c PROPOSED 1 " " 19 ° 21 10 83010030 12 I ,� o I ALL STRIPING TO CONFORM WITH CITY STANDARDS. TRANSFORMER .• ° ° 13 I 0 I c co �-�+ LOCATION 1 ,�," °a Andrew J. & Sheana M. Randal a4 11 I ' ,,"' 15.50' I KW Ten Mils 16, PROPOSED ACCESSIBLE ROUTE FROM PUBLIC ROW. 0 o ° co �+ , ' a 320 S. Ten Mile Road 21 ° 9 ° 2 I - I 2940 W. COb< 17 PROPOSED BOLLARD. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. < < C. o y 24'" R8483010020 26' 19, 19, 26' 19, 26' y " ° o N v g 7 001 - y I ' 00; I 18. PROPOSED LANDSCAPING AREA; REFER TO PRELIMINARY LANDSCAPE PLANS FOR ADDITIONAL NAB ti r J (� [� y °° (D1) °I 1 1 " ' ' y ," 18 a I INFORMATION, TYPICAL. 0 U1 a 1 v, 16 I ° . 13 " , ,"" y • �I I 19. PROPOSED CONCRETE ISLAND, TYPICAL. �� F J Y° / '"25 " y a d. PROPOSED GAS METER a I ° ° 0 11 "I ' - " 20 o U I 20. PROPOSED SAWCUT LIMITS, TYPICAL. a O 104 C EXISTING TREE TO REMAIN " 25 25 ° ° LOCATION 18 10 F,, a� "I y" co U �+ (TYP.) ' " " ' �, M 19 y�, " I 21. LOCATION OF AWNING. co 9 ° DUTCH BROS , . o o �' . a cn 22. PROPOSED BICYCLE PARKING RACK. �0 a�i cLi -- IRRIGATION " � : : a ° � ' I , I OF V 0 o II II 35'LU POC ,� COFFEE O °°I d. 18" " 12 ' I 23. PROPOSED CURB & GUTTER. �� P•G Rv� L 'i EXISTING CONCRETE SIDEWALK _ ' 57825 SF MULTI 'v m TO REMAIN �- M r . FIRE SERVICE 14 L_ - �°- � � - ° . 23 23 " . ' " ,I " 30'Trav led way I 24. PROPOSED SITE LIGHTING. 0 0 " CONNECTION ° TENANT BUILDING. y y y y 'y y B � M "" Y' " .�II I 21 ° 21 23 , y " " " , ," y'"""Y "" ," ," " i 25. PROPOSED ON-SITE SIGNAGE, REFER TO SIGN PLANS FOR ADDITIONAL INFORMATION. o o - � . 4 is ° ch ,"+ 'J PROPOSED ELECTRICAL 25 y 9 ' 24 'y ' o�' 18 " (may 18 " ' " " ,"� " "" ti " ^ 26. PROPOSED CMU SCREEN WALL WITH STONE VENEER. 6 y`0 N ¢ ai Z " " METER ° y 18 f " 06 " 24 " ' " "�, - �� I 5 N ii z 21 O •" w , " "24y _ 17 12 14 7 E °� " " " a 12 N 6 12 23 ` C Unknown Vault s�� " y ' " 26 � amp N " ' " I ¢ ¢ ¢ a a� No Record ' POWER POC TO = N t ' y EXISTING STUB 15 , .� ' ' 1 " ' o I i ", "' - g y 18"' " ,I y" I Irrig MH Rim 2580.13' c Y > o o N y0 L p O EXISTING TREE TO REMAIN �90 ' ' y18 " _ " y " " " " " � w 12"Inv Inv22574 23' N � a c (TYP.) Q �6'�+ " " "� ' IMP"y - " r' Q- y - � - y y y yl" " p I o o U ¢ o �' - ' - ' EXISTING ' ' '�. - - c 9 � �,, Q ' E S NG � ' ' ' -� �__� I I� , , I ACHD Per c o �2v -� yAs,��e� y y' y ' - ' - - " •-.- - =I� - " METER - - y"arm "� r- y- "- - - - - --r"- •-.�" - - y I Per Inst. IN .. 1/ @ �, y T y o Y a (Appurter _p _0 � w 16 yy o shown as O '2 -I ' IR-P N M&R1 Bed 1 - - - - - - - - - - - - 0 AIL o VP -145.98 PLS7880 - - - - - - -� -92.07'( ) TRENCH L EXISTING JOINT -= C 0 PLS7880 W (M&R1) o , „ _ "i e- V►/ � z n N89 5$ 4 W 238.05 -(M&R1) o SD S&G Trap 2580.60' C2 IR-P 3 e° d Site Benchma� M M z� S 12"Inv 2575.62' Q� +-+ M U t See General I`5 r rn e5 GAS POC TO 1 2 o W 18"Inv 2574.95' : t w ® Point#109 c D ? = EXISTING CONCRETE SD I w 10579.55' •- O of � z -I EXISTING MAINLINE N o Site Benchmark J ,; m o � z I SIDEWALK TO REMAIN ¢ cO!576.09' SD MH Rim 2580.34' � (� i CD �' > cN'� O 0 - Y SANITARY SEWER POC W OP Point y N 12" Inv 2575.71' I See General Notes#9 IM EXISTING PUMP N cam- Point#301 rn D m n , W 12"Inv 2575.81' Z D ,�, D TO EXISTING STUB - c - - -o �z_576.17' - - - _ LEGEND j o Q o m o_ W LINE STATION OVERFLOW W N O W W W C N N O - ry rrl rn U •c VV NI NPLS7880 0) m Cl) Iy oCL L - SS MH Rim 2580.86' 3 N ,N LL o z 00 m �. m 0 �_�S_MH SS E 8"PVC Inv 2565.58' BUILDING LINE / / / / / / / / / Q ° SS MH Rim 2581.04' rn o z SS D IW 8"PVC Inv 2565.74' 3 N N t► Qq 00 a -a a a N .91'E 8"PVC Inv 2563.84' C� Oo �? c - SSoW 8" PVC Inv 2563.58' can N 2 SS m I znv65.01' Ss _� ss EXISTING CURB TO REMAIN _ I0 4-7 N � p c SS SS a O W 8" PVC Inv 2564.83' ' M 0 N N N ° O `° / ACHI PROPOSED CURB M r , � � W V r o O SS (ApR/W R/W R/W R/W sho% W W a No Cap R 5hov N ° PROPOSED LANDSCAPING L-W-= -=-.- o+ o C, c o I o La 11 �q.y.,.,.,•..•..,.y CD N Kennedy Lateral 19 iyiiyi EXISTING LANDSCAPING N �� Pressu Irrig Box Top 2580.55'o O - vj 0 Irrigation Bottom 2575.55' 19 ' 0 ; Brighton Corp Pad R/VWV PROPOSED ASPHALT m _ S. Ten Mile Road / CD V U / 4. U o .y PROPOSED CONCRETE D CV r m o °' 0 U; CONSTRUCTIONCV N O N0C CD L CD t :E PRELIM11 .o lFOR N r 4 N °+ t's Know C Call be ore you DUTCH BROS. COFFEE - ID0802 - MERIDIAN, ID p CaII before you dig._� Dial 811 STEEL EDGING BETWEEN LANDSCAPE PLANTING MULCH AREA AND TURF PROPERTY LINE o PROPERTY LINE I RESTORE TO LIMITS PLANT SCHEDULE 0 0 �Ij S a OF DISTURBANCE 0 I TREES CODE QTY BOTANICAL/COMMON NAME CAL. CONT. SIZE Q ' S89°26'50"E 43.77' / ° ° I S890 26' 5 E 357.6 �^• ' C V U N 1 PLS7880 J W i /, o °j c�°p aR I° 4 Pam' RESTORE TO LIMITS AT 5 Acer truncatum x platanoides `Warrenred` TM 2" Cal. B&B 8`-10` HT z > +' OF DISTURBANCE Pacific Sunset Maple W I d I° p o p (4) GT (2)ZV (28) EC (43) BT o _ ° °° CONCRETE ISLAND I z 0 0) EXISTING FRONTAGE 1 d ° 1 e ° ° ° ° I{: o° 0GT 10 Gleditsia triacanthos 2" Cal. B&B 8` -10` HT Q 00 ° a� I I ° — RIVER ROCK MULCH Honey Locust J Z LANDSCAPE TO el° ° °, ,° RIVER ROCK MULCH REMAIN IN PLACE 1 1� !° ° I Q X °I (15) EC CONCRETE ISLAND 1 ° I . ZV 12 Zelkova serrata Village Green' 2" Cal. B&B 8' -10' HT w m Z ° ^ d 1° °°°°� Village Green Sawleaf Zelkova O Q U ° d a° ° O o o ° °A °o a ° (1 P) C K ° ° •�-•+ o a a ° a ° I RIVER ROCK MULCH ' ° d I U V 0 a•' ^� d °I° ° ° d 8 00 � a / t� I e e° (2) GT ° �'° (3) CC (6) CC I •� EXISTING TREES CODE QTY BOTANICAL/COMMON NAME CAL. CONT. SIZE U) 0 o f ,� w /° s I° I d .... I (1)ZV I - Z W a J° 1 ZV Z a p Q � o. �° ° ° ° ° c�CY) ` � S 11 Existing Tree EXISTING ° ° (18) BT ° ° ° _,� Existing Tree to Remain Q m �, I�?°e e e e ° o J °' ° oo (� N d j o d ° I (4) CC (1)AT I C0 W c r ° LO O �> (2)AT (1) ZV - I SHRUBS CODE QTY BOTANICAL/COMMON NAME CONTAINER Z N MM� ° d - t W J (9) CK I ` ( BT 104 Berberis thunbergii 'Atropurpurea` 2 gal. M 0 �� a) L7 Red Leaf Japanese Barberry ° ° ° I O a m / 1 d - ° ° CONCRETE ISLAND ° ° I CK 45 Calaagrostis x acutiflora `Karl Foerster 1 gal. v o Vim/ m ° 8 CK ° �' Feather Reed Grass 00 MM ( ) °° ° ° STEEL EDGING BETWEEN W / °�° W — ° (4) CC MULCH AREA AND TURF ° °° ° ° : ,.: • ° I U CC 27 Car o teris x clandonensis 2 al. ° RIVER ROCK MULCH P y p g o L # a gma7ina7vloi a° 0 (1)ZV � Blue Mist Spirea o 1 1161 _` � r L ° A W `ys=' EC 81 Euonymus alatus 'Compactus` 2 gal. +' ° °a o 0 0° RIVER ROCK MULCH Compact Burning Bush Po o c ° W III ° ° ° RIVER ROCK MULCH \ °o °41 PROPERTY LINE ° (2)AT (1)zv �� RESTORE TO LIMITS c B d o p� / °\°o° °o°e° ° ° ° -(9) CK OF DISTURBANCE SOD/SEED CODE QTY BOTANICAL/ COMMON NAME CONT 0 E N Lo Co 4 CC + d M • �; Z \ / ° o o d° Zo o e TURF 6,444 sf Poa pratensis Sod ° d ° ° ° ° (6) CC o o Co Kentucky Bluegrass v 1 ° rn W �\ a° ° ° 4 (1)ZV c ° ° ° o RESTORE TO LIMITS A� • o ° d 41 (38) EC 1° PROPERTY LINE v OF DISTURBANCE s�_ / Ip° "'� "1D° ° co r\OCK/ STONE CODE QTY BOTANICAL/ COMMON NAME CONT c L o d ° co °° ° =lowo 0 0 0� 0 0 RR 901 sf River Rock 3" depth L s Q �p _ F O 000 0o River Rock mulch over weed filter fabric L � ° o 0 T d ° ° ° \ ° ° / A F 1 / \° d d d d ° - - - - - — —`— - - - - - �- - a — ' a - - - - - - - - � —°— SD SD - - LANDSCAPE CALCULATIONS -0 —' 145.98' IR:P P PLS78 0 �92.07' Mai �? o PLS7880 0, N890 58' � 238.05' - —- IR TOTAL SITE AREA: 65,509 SF ° LANDSCAPE AREA REQUIRED: 6,550 SF (10/° OF SITE AREA) EXISTING FRONTAGE _ RESTORE TO LIMITS PROPERTY LINE STEEL EDGING BETWEEN LANDSCAPE AREA PROVIDED: 13,505 SF (20.6% OF SITE AREA) a LANDSCAPE TO OF DISTURBANCE MULCH AREA AND TURF STREET TREES REMAIN IN PLACE FRONTAGE LENGTH: 231 LF LL O ° ° II ' \ _ w ROOT BARRIERS GENERAL GRADING AND PLANTING NOTES / STREET TREES REQUIRED: 7 TREES (1 PER 35 LF OF FRONTAGE) E c STREET TREES PROVIDED: EXISTING PLANTINGS PROVIDE REQUIRED TREES ►►►►u►u►n�uq� v THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE moo` �P�E OF JD,4y''O w J LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. PARKING LOT TREES ,.` �, SyFA O � "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO NORTH SIDE * ��� !�, * •� cn PERIMETER 227 LF o ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. REMAIN). o UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF TREES REQUIRED: 6 TREES (1 PER 35 LF) �, - '; v ,c TREES PROVIDED: 6 TREES '� �� �" COMPLETELY ENCIRCLE THE ROOTBALL. THE SOIL SURFACE (NOT TOP OF MULCH)AS INDICATED ON THE GRADING PLANS. LA— N -o t a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL �''.`reN v�.`�� `CD " O li MULCHES ON TURF AREA AND PLANDSCAPE AREAS LANT WITHIN ING BED PREPARATION.RADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION PERIMETER 160 LF WEST SIDE ,��°'o,,gNDSC AQ��P ,, N TREES REQUIRED: 4 TREES 1 PER 35 LF "����►►►"► � v m b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN ( ) 10-26-2022 0 AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE TREES PROVIDED: 4 TREES SHREDDED WOOD MULCH IN ALL NEW OR DISTURBED PLANTING AREAS (EXCEPT FOR TURF DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING Un 3 AREAS). TOP DRESS ALL EXISTING SHRUB PLANTING AREAS WITH 1-1/2" LAYER OF SHREDDED PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES EAST SIDE c o a, WOOD MULCH WHERE EXISTING MULCH IS RETAINED. CONTRACTOR SHALL SUBMIT SAMPLES OF AND ELIMINATE PONDING POTENTIAL. PERIMETER 119 LF U N �, a ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TREES REQUIRED: 3 TREES (1 PER 35 LF) N o CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED BASED TREES PROVIDED: 3 TREES = o +? o THE PROJECT AFTER MULCH HAS BEEN INSTALLED. ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. N ° \ SOUTH SIDE a N E v d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, _ = c� a v 11 ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW PERIMETER 232 LF 7) m a L PLANTING AND IRRIGATION GUARANTEE TREES REQUIRED: 7 TREES (1 PER 35 LF) x r T FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18"AWAY FROM THE SURFACE. TREES PROVIDED: 7 TREES a°i 0 'n 0 _0 THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS ;� > O lh� C PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO a�i c a -W ° 3 WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. INTERIOR TREES o o o LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, TREES REQUIRED: 1 TREE PER PLANTER ° `° OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TREES PROVIDED: PROVIDED E TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. • ° Vn ° ,v 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT NOTE: LANDSCAPE CONTRACTOR TO MEET WITH CAMA V o '� OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE REPRESENTATIVE PRIOR TO INSTALLATION OF c o PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, LANDSCAPE IMPROVEMENTS i # a a; ETC.). 3 o aD a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN 4-' ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN �� p I >; THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR � o CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. C m -o b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE W C: N a) o LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL M '- NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). Q � N i c C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE o PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S Q> m 6 �_ REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO > 0LO a SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. �--. 0 0 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE M O N i - N N v OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, m V r Y �4 o Q) AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 0' 10, 20' 40' 0 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. o L Scale 1 " = 20' U) t I o a CD v ui c c LLJ ° O NOTE: x Uj vL THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS,RECORDS OF THE VARIOUS UTILITY COMPANIES,AND WHERE POSSIBLE,MEASUREMENTS o m ? TAKEN IN THE FIELD.THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT.THE CONTRACTOR MUST CONTACT p — THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF U UTILITIES.AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THE EVERGREEN LLJ H VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN ► D E S 1 G N G R O U P EXACT MATERIALS,LOCATIONS,ELEVATIONS,ETC.AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS.GC SHALL N O CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK. O0 O E E 1600 Broadway,Suite 1600 Z 0 t °D c j v ��FOR CONSTRUCTION Denver,CO 80202 N N L t71 F www.EvergreenDesignGroup.com C4 c U) Q) c- IMINARY N01 0 :D f I r f - 1���. •. -1�"<'A[ y,a.- ` i. _ 1, �i (2A) FIBER CEMENT BOARD (1A) 3-COAT STUCCO SYSTEM (1 B) 3-COAT STUCCO SYSTEM (1C) 3-COAT STUCCO SYSTEM (3) CULTURED STONE MANUFACTURER: NICHIHA MANUFACTURER- - MANUr ACTURER- - MANUFAC-1 UKER: - MANUFACTURER: ELDORADO STONE PROFILE: ILLUMIINIATION PROFILE: ACRYLIC VIED SAND FINISH PROFILE: ACRYLIC IVIED SAND FINISH PROFILE: ACRYLIC VIED SAND FINISH PROFILE CLIFFSTONE - COLnr' BLDG DB BLUE COLOk, BLDG DB GRAY DARK COLOR; REFLECTION , SW7661 COL(. MARCH WIND, SW7668 BANFF SPRINGS COLOR- PER MFR. s 1 � Y� (213) FIBER CEMENT BOARD (5) CANOPY SOFFIT WINDOW SYSTEM AWNINGS & DOORS - PAINT ROOFING MATERIAL MANUFACTURER - NICHIHA MANUFACTURER- HEWN MANUFACTURE KAWNEER OR SIM . MANUFACTURE[... SHERWIN-WILLIAMS MANUFACTURER: DURO-LAST PROFILE VINTAGEWOOD PROFILE NW SPRUCE PROFILE CLR ANODIZED ALUMINUM COLOR: BLDG DB GRAY DARK DL-60 - 60 MIL COL ASH NATURAL & SEALED FINISH ; CLEAR NO 14 / 17 COLOR: WHITE COLOk. PER MFR. GNICH DUTCH BROS COFFEE ID0802 SEC S TEN MILE RD & COBALT DR MERIDIAN ID 83642 ARCHITECTURE I I I � MATERIAL BOARD STUDIO 1001 SE SANDY BLVD, SUITE 100 I PORTLAND, OR 97214 I www.GnichArch .com I v. 503.552.9079 I f. 503.241 .7055 I JUNE 3, 2022 PAGE Al AN OREGON LIMITED LIABILITY COMPANY