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Plans (31) SIT2019 - 00009 9 IMPROVEMENT PLANS RECEIVED 1PR 292019 �-i i Y OF TIGARD BUILDING DIVISION s STARBUCKS0 2017 STARBUCKS COFFEE COMPANY 9 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE 16200 SW PACIFIC HIGHWAY #Z3 OFFICE COPY SEATTLE, WASHINGTONOUTH 98 34 (206) 318-1575 TIGARD, OR 97224 City of "Figard THESE DRAWINGS AND SPECIFICATIONS ARE A r ved Plans CONFIDENTIAL AND SHALL REMAIN THE SOLE 2/25/2019 BYfete�- C� � PROPERTY OF STARBUCKS CORPORATION, v � WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS INTENTREVISION PROTOTYPICAL STARBUCKSIGN STORE (WH COH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED NORTH ABOVE) UNTIL A WRITTEN AGREEMENT IS VICINITY MAP N.T.S. FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017.07.28 TAIN ;,.Yd la,R Mvuar rca Rfi �� GPD Engineering and Architecture Professional Corporation OWNER 520 SOUTH MAIN ST., SUITE 2531 PROJECT DESCRIPTION King City Public AKRON, OH 44311 Golf Course 1I STARBUCKS COFFEE COMPANY P: 330-572-2100 F 330-572-2101 LANCHETTE GPD PROJECT NO: 2016355.42 B THE PROJECT SITE IS AN EXISTING BANK BUILDING THAT WILL REDEVELOPED INTO A STARBUCKS RON RON 82.4345 jLeo COFFEE SHOP WITH A DRIVE-THRU AND PARKING LOT. ALL SITE UTILITIES ARE EXISTING AT THE C-} 2401 UTAH AVENUE SOUTH �54�NGIN �Fssi BUILDING AND WILL BE UTILIZED UNLESS OTHERWISE NOTED IN THE PLANS. THE SITE IS PART OF A 1 PROJ E CT SITE SEATTLE,WA 98134 F,Q oy LARGER SHOPPING CENTER WHERE DETENTION IS ASSUMED TO BE ACCOUNTED FOR. WATER 4 QUALITY WILL BE PROVIDED AS REQUIRED BY CITY OF TIGARD AND CLEAN WATER SERVICES. SURVEYOR OREGON DURYEA&ASSOCIATES MITCH DURYEA Y 11,P", 509.465.8007 A. 04/26/2019 2702 NORTH PERRY STREET SPOKANE,WA 99207 EXPIRM-06/30/2020 w Couk P Q D 00 VJ W r z IL N t` �; U rn w ~ w a ct O INDEX OF DRAWINGS < D o z Q U TITLE SHEET. . . . . . , .. . T-001 U fQn U 00 Q ALTA . . . . .. . .. .. . _ 1 OF 1 O V O N GENERAL NOTES.. .. . . . . . . . ..... . .. . C-001 CO DEMOLITION PLAN, , , ,, ,, ,, ,, . . .. . C-101 .. . .. . . . .. .. . . . . . . . . . . . . . .. .. .. .. . . . . .. .. . .. . . . . CSITE PLAN. . .. . .. . .. .. I. .. . .. I . .. .. .. .. .. .. .... ..... . . .. .. .. .I . . . .. . . .... .. . .. .. .. .. . C-111 ) STORE #: 418 GRADING.PLAN. . . . . . .. .. .. .. .. .. .. .. . . . . . . .. .. .. .. .. .. .. .. .. .... . .. . . .. .. .. . . . . . .. .. .. .. . .. . . . . .. . C-121 <) PROJECT #: 04753-029 PLAN REPRODUCTION WARNING ISSUE DATE 2/25/19 SWPP,PLAN . . .. . .. .. . ..... C-131 DESIGN MANAGER JOHN PARK `-�- � ` --� ^ =� THE PLANS HAVE BEEN PREPARED LEEDOAP: w�y�OfE3`' . . 532 QA ��^�^�^��������� ��^V�^�� FOR PRINTING ON ANSI D 34"x221 PRODUCTION DESIGNER GPD GROUP UTILITY PLAN. .. . ... . . .. .. .. . . . . .. .. .... . .. .. . .. .. .. .... .. .. .. ... ... . . .... . . ... .... . . . . .. .. .. .. . C-141� CHECKED BY ��-� `- -��-+ -� 1 SHEETS. PRINTING ON OTHER SIZE DAIL$ . . . . . . . . . . .. . .. .. .. ...... .. ......... . . .. .. .. .. .. .. .. .. .. ...... ... . .. . . .. .... .. . . . .. .. .. . G501 .UTILITY.DETAILS SHEETS MAY DISTORT SCALES. Revision Schedule. . ... ... .. .. ... . .. .. ....... ......... .. .. .. .. . .. . .... .... .. .... ........ ... .. .. .. . G5�02 A A\ (OREGON Ap�ET S ^^ � 1 REFER TO GRAPHIC SCALES. Rev Date By Descri tion ............. .. .... .. .. ....... ........ .... .... .. .. .. . CR 503l WATER QUALITY DETAILS .... ........ .. . CR-504/ A 4125119 TB CITY CO MENTS � ••• �� J B TB INTERNAL COORDINATION CNDCANE�.`... . .. . . .. .. . .. . .. .. .. ..... .. . . .. . . . . . . .. .. .. .. . . .. .. ... .. .. .. .. .. .. .. .. .. . .. . . L-001 LA1pS�AP'E P1V L-1011) LANDSCAPE DETAILS . . . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . .. . . .. . . . . .. .. .. .. . . .. . .. .. .. . . . . L-501 ODO OOD �� ����� '� 2 Working Days SHEET TITLE Before You Dig TITLE SHEET utr 1 SCALE: AS SHOWN SHEET NUMBER T-001 ' EXISTING SIDEWALK > < \ EXIS\ -'-- TINGSI�iyyALK _ CO 2017 STARBUCKS COFFEE COMPANY / \ n 0 10 i l/d l/d l/d l/d l d l/d l/d l/d \ ` ` ` ` ` -1/d -1/d 1/d - 5 20 STARBUCKS COFFEE �/d - - _ d _ COMPANY ( 1> < < / I�y ALTERNATE BID BASE BID: 1,850 SF FULL-DEPTH ASPHALT DT \ \ 1/dd "1/d Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH I SEATTLE, WASHINGTON 98134 I � < LANE,SEE SHEET G501 \ '' I �QQ� / ) 90 ALTERNATE BID: 1,850 SF CONCRETE I (206) 318-1575 > ° < G a PAVEMENT DT LANE IN LIEU OF ASPHALT d 2 Working Days J \ r BDA THESE DRAWINGS AND SPECIFICATIONS ARE a ( ) / PAVEMENT,SEE KEYNOTE 26 I 5.4' I Before You Dig CONFIDENTIAL AND SHALL REMAIN THE SOLE \` T PROPERTY OF STARBUCKS CORPORATION, �q ,4 WHICH IS THE OWNER OF THE COPYRIGHT IN 18.0 1 5 � THIS WORK. THEY SHALL NOT BE l I REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER 5 .... . .. .. . . „ • . . `. ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN i X26 . . . . 16 1 " CONSENT OF STARBUCKS CORPORATION . . . . ...... THESE DRAWINGS ANDSPECIFICATIONS INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS L . . . .... . .. .. . . .. . . . . . . . . . . . . . . . . . . . �,.'.'.'. '.'.' .'.'.'. '.'.'.'. '. ..'. '.'. .'. '. '. '. . . ". .' . . 12 . . . . . . O SUBJECT TO CHANGE AT ANYTIME)AND DO OT REFLECT L SITE CONDITIONS. LU p m NEITHER PARTY SHALL AHAVE ANY OBLIGATION an L 24 I.V. .. • . . .. I _�L'- •--. L' -- - - - 4.'° �.,- - _ ; - - 14 9 W NOR LIABILITY TO THE OTHER (EXCEPT STATED . . wl� ". .' . .. .. . - - UJ ABOVE) UNTIL A WRITTEN AGREEMENT IS 30 . ' . . .S? . .. P.'. .. ..P. °' - T - - N FULLY EXECUTED BY BOTH PARTIES. „ D .4 I t 5\- . .. W r �® L , " • . 'L 4X4' , ° + 14 + + / 18 Z I STARBUCKS TEMPLATE VERSION 12017.07.28 3 3704' :.. t OF 8'I 27it ...... �� F + + P + + + t + '4J :. ...'. ..... + + + + + O6 + '4 + v + < v v v2 n + + + + + `J ' + + + - . + + + 1'J=' 48.4' 13.2' 18.5' + 4.24.0' 4- 4- , 4- 4- 18.5' L GPD Engineering and Architecture - - - - - . -- - - - + + Professional Corporation v + + + + 5.0 v v PROPOSED RENOVATED >P ..... .. .. .. . + + + 520 SOUTH MAIN ST., SUITE 2531 LLL!!! . + + + + v STARBUCKS BUILDING " [] a . .'. � + + + + L' + + AKRON, OH 44311 v v 2 FF ELEV.=166.56' o . TYP. 17 20 TYPE P: 330-572-2100 F: 330-572-2101 7 33 1 ' gp • •- ' + + + + $ + + + GPD PROJECT NO: 2016355.42 . . > C7 32 D + + + 24 jtCsO P EFF. v v 6.3'X5, 5i� GIN -01, • -• 6 a D I lI . . . . �J v v ' + + +- O , o .. .. . ��� 4� 924&4P o s . i o I EICi �' ' f -. 16" t +26 ORE 12.5' 1.0' 8 ,20 23 .,, - + + �� r 2Qo - 4 �'J - I ~� :12.0 - . �j ` • . k + + + + : : .. 1 �- 7 A. 04/26/2019 s �� _ 21 24 3 19 . . .. EXf2E$ / / 020 �o , - .. YV + . . . . . .. + - � \ ��_ _ -- 2 END _ _ .. . ... +. . . . w < \ o Ce 4 .. . ... .. .. . . . . . ... . ... . . ..... . . . . . . . / .. . . .. . .. . . . . . ... . . . . . . . . . . . . . . . . . . . . .... . -.'.' '.'.'.. .'.':.'.'.'...'. .. ...'.'..'..'....'::':':'::'::':':': '.:': :'::':'.'.. ..':':'::'. . ... .... . :':'.'::::: :: :::'::':':':':':':':':':'::.....':':':': M U) PARCEL 1 OF �" 9O^T W PARTITION PLAT NO. 2004-015 N = LEGEND (RECORDING NO. 2004034016) m (SEE SHEET C-001 FOR GENERAL LEGEND) O U O PROPOSED FULL DEPTH . ..... ASPHALT PAVEMENT PER PLAN KEYNOTES (CONTINUED) iv LU w SHEET C-501. O 13. PROPOSED DRIVE-THRU CANOPY AND DIGITAL ORDER SCREEN.SEE PROPOSED CONCRETE i \ ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. Z Q Q 14. PROPOSED 6"BOLLARD,SEE ARCHITECTURAL PLANS. / ( fr- 15. PROPOSED PAINTED TRANSVERSE STRIPING,SEE SHEET C-501. U Q U O PROPOSED ASPHALT OVERLAY.ADJUST THICKNESS ( 9 y \ 1� � l W W O Q I� 16. PROPOSED CROSSWALK STRIPING,SEE SHEET G501. 0 + •+ TO MATCH PROPOSED GRADE USING MULTIPLE 1` � ° < I� //� � 17. PROPOSED PAINTED 4"WIDE SOLID STRIPE-WHITE ON ASPHALT,YELLOW ON O � O N Ur LEVELING COURSES.MAX.OVERLAY THICKNESS IS 1.5". LANDSCAPING DATA I ) ) / CONCRETE. d a SEE SHEET G121. AREA AREA /) \_ 18. PROPOSED WAYFINDING PAVEMENT MARKINGS.SEE ARCHITECTURAL PLANS. \ \ \ (SF) ACI 19. PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER ADA SPECIFICATIONS \vl ALTERNATE BID AREA,SEE ABOVE NEW 2,650 .061 AC. /% `1\ /j/ �i AND SHEET C-503. STORE #: 418 REMOVED 1,150 .026 AC. 20. PROPOSED ADA ACCESSIBLE PARALLEL RAMP PER ADA SPECIFICATIONS AND PROJECT #: 04753-029 SHEET C-501. ISSUE DATE: 2/25/19 ® CONSTRUCTION KEYNOTE I // 21. PROPOSED BIKE RACK,SEE ARCHITECTURAL PLANS. DESIGN MANAGER: JOHN PARK 0o PROPOSED PARKING SPACE NUMBER IMPERVIOUS LAND DATA Y�y \ /// 22. PROPOSED CURB TAPER,SEE SHEET C-501. LEED®AP: AREA AREA 23. PROPOSED ADA STRIPING,SEE SHEET C-503. PRODUCTION DESIGNER: GPD GROUP > ° < / PLAN KEYNOTES ® 24. PROPOSED'STOP'SIGN PER OREGON DOT STANDARDS AND SPECIFICTIONS. CHECKED BY PROPOSED DRIVE THRU STACK CAR AND NUMBER (SF) (AC) ) // SEE SHEET C-501. NEW 1,150 .026 AC. 1. PROPOSED P.C.C.CURB,SEE SHEET C-501 Revision Schedule � r 25. PROPOSED CONCRETE COLLAR,SEE SHEET C-501. REMOVED 2,650 .061 AC. W ��-_--- _-_ - - _ - _ - _. - - _-____ 2. PROPOSED CURB AT DRIVE THRU,SEE SHEET C-501. PROPOSED CURB > 26. PROPOSED 6" P.C.C.PAVEMENT W/W.W.F.6"X 6"-W2.9 X W2.9(CONTROL JTS MODIFIED 6,760 .155 AC. O . 3. PROPOSED P.C.C.WHEEL STOP,SEE SHEET G501. 12'-0"O.C.)OVER 6'CRUSHED AGGREGATE OR GRAVEL BASE.APPLY LIQUID Rev Date By Descri tion PROPOSED WHEEL STOP m ' - _ J_ 4. PROPOSED P.C.C.CURBED WALK,SEE SHEET C-501. ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT. F y PROPOSED TRAFFIC SIGN Q _,_,., A 4/25/19 TB CITY COMMENTS PARKING NOTE: W 5. PROPOSED P.C.C.WALK,SEE SHEET G501. 27. PROPOSED PRE-MENU BOARD.SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL RESTRIPING OF THE OVERALL � rn ( 6. PROPOSED MASONRY DUMPSTER ON P.C.C.PAD.SEE ARCHITECTURAL DRAWINGS DIMENSIONS AND DETAILS. ADA ACCESSIBLE ROUTE SHOPPING CENTER(NOT SHOWN)IS TO TAKE "' ` ( FOR SPECIFICATIONS AND DETAILS. 28. PROPOSED PREFABRICATED MODULAR HANDRAIL PER MANUFACTURER PLACE AND BE COMPLETED BY OWNER. Z - __ �I ° 7. PROPOSED 6"BOLLARD IN CURB,SEE SHEET C-501. SPECIFICATIONS. Tr EXISTING CONCRETE _ I\ 8. PROPOSED ADA PARKING SIGN,SEE SHEET C-503. 29 STANDARDS.OPOSED OMPACT PARKING STALL MARKING PER CITY OF TIGARD SHEET TITLE: U \ 9. PROPOSED LANDSCAPING AREA.SOD ALL DISTURBED AREAS EXCEPT WHERE 30. PROPOSED ADA ACCESSIBLE PERPENDICULAR RAMP PER ADA PROPOSED BOTTOM SURFACE AREA OF RAIN GARDEN,SEE SHEET Q PLANTING BEDS ARE INDICATED.SEE SHEET L-101. SPECIFICATIONS AND SHEET G501. \`\\� TYP. 17 TYP. 29 10. PROPOSED SITE DIRECTIONAL SIGNAGE.SEE ARCHITECTURAL DRAWINGS FOR 31. CONTRACTOR TO INFILL AREA BETWEEN CURB AND BUILDING WITH P.C.C. SITE PLAN CR-504 AND CLEAN WATER SERVICES STANDARDS AND SPECIFICATIONS. 8.0' DIMENSIONS AND DETAILS. WALK SECTION.SEE SHEET C-501. PROPOSED LIMITS OF RAIN GARDEN,SEE SHEET CR-504 AND 11. PROPOSED DRIVE-THRU CLEARANCE HEIGHT SIGN.SEE ARCHITECTURAL 32. PROPOSED FROST SLAB AT DOOR.DIMENSIONS SHOWN ON SITE PLAN.SEE SCALE: AS SHOWN 17 v v v v v v v v T7 v v v v v v CLEAN WATER SERVICES STANDARDS AND SPECIFICATIONS. DRAWINGS FOR DIMENSIONS AND DETAILS. STRUCTURAL DRAWINGS FOR DETAIL. 12. PROPOSED 5-PANEL MENU BOARD.SEE ARCHITECTURAL DRAWINGS FOR 33. PROPOSED INFILTRATION PLANTER AND OVERFLOW DRAIN,SEE SHEET C-503. SHEET NUMBER: DIMENSIONS AND DETAILS. C-1 11 - - - - - - - - a - - - - - - - - -=s,-- - - - - - - - - - - - — - - - - - - �_ T- / --- FF - 1 � ©20175TARBUCKS COFFEE COMPANY 0 10 - - �_ - - - STARBUCKS COFFEE \ l/d \Ud Ud \ l/d l/d — — — —Ud — — — l/d " — — — — — 'I/d — — Ud Vd �d �� — �— — — \ � � � � � � � � 5 20 \ \ \ �/d. ud .— ; ,__` _ - 1"=10� COMPANY _d yd Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 \ — I I (206) 318-1575 e �� I 1r \ -z L THESE DRAWINGS AND SPECIFICATIONS ARE \ 164 \ \\ a\\ / _ - - - III I - CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION \ \ - - - - - \ - - I Q 1 6) I WHICH IS THE OWNER OF THE COPYRIGHT IN Ll- , _ rLLn \ \ _� / 1FL / \ THIS WORK, THEY SHALL NOT BE 1 _ \ i O - - I _ / / / THIS IN WHOLE OR IN PART), SHARED \ \ / WITH THIRD PARTIES OR USED IN ANY MANNER _ \ 7GS ON OTHER PROJECTS OR EXTENSIONS TO THIS = \ \\ // l / ; PROJECT WITHOUT THE PRIOR WRITTEN r t \ • 93] • / / \ / CONSENT OF STARBUCKS CORPORATION. - - \ m \ / \ / THESEWINGS AND SPECIFICATIONS ARE // INTENDED RTO EXPRESS DESIGN INTENT FOR A A ` " — - _ - --� �•��^y1-� �,-�� v - - / PROTOTYPICAL STARBUCKS STORE(WHICH IS \ / SUBJECT TO CHANGE AT ANYTIME)AND DO - \ O / I NOT REFLECT ACTUAL SITE CONDITIONS. f \ \ / I \ ' • / / I NEITHER PARTY SHALL HAVE ANY OBLIGATION `✓ v \( / A / 9 e / / aP NOR LIABILITY TO THE OTHER(EXCEPT STATED ' \ \ v ) / \ ABOVE) UNTIL A WRITTEN AGREEMENT IS O O O /0 O / / FULLY EXECUTED BY BOTH PARTIES. �RBUCKS TEMPLATE VERSION i2017.07.28 91 f II ( II h — 0101101 seem, seem, _ GPD Engineering and Architecture Professional Corporation 520 SOUTH MAIN ST., SUITE 2531 AKRON, OH 44311 P: 330-572-2100 F: 330-572-2101 GPD PROJECT NO: 2016355.42 "IJr----- // // 9.60 PRORF.4 8 j c, I • 1 I / 92464GIN SFR '09 [10 r / OREGON I U O � ^� �Y 11 a A 04/26/2019 JL • ` a II — -- o ® -�` / /�— / EKPOW&.06/30/2020 168 — l I 1 ) /// — NW \ � V 2110101 10110101 Ms Mess, Mess, Seoul Memel T M:_ seems M:_ SEEM Immom N W / Z r N LEGEND O vim) Q UJI (SEE SHEET C-001 FOR GENERAL LEGEND) di d O —_\ I\ _ _ _ _ _ i l / / PROPOSED SILT BARRIER Q — — — — _\ / ® REFER TO SWPP DETAILS Z Q PROPOSED SILT FENCE ~ i-- SF REFER TO SWPP DETAILS O O N PROPOSED 18"DIAMETER 3 MIL HDPE a a sees 10110101 10101101 seem\ / COMPOST FILTER SOCK REFER TO SWPP DETAILS STORE #: 418 — I \✓_ / \\1 / \\ / I I // PROPOSED CONCRETE WASHOUT FACILITY PROJECT #: 04753-029 REFER TO SWPP DETAILS ISSUE DATE: 2/25/19 DESIGN MANAGER: JOHN PARK LEEDGAP: PRODUCTION DESIGNER: GPD GROUP // CHECKED BY: / Revision Schedule Rev Date By DescriRtion A 4/25/19 TB CITY COMMENTS 2 Working Days a� SHEET TITLE: Before You Dig - SWPP PLAN SCALE:AS SHOWN SHEET NUMBER: ( C-131 - vv -- VV VV - vv - 12 VV- VV- - - vv L VV - -vv _ - vy - I 1 V� - - - -VV - - - I L _U - _vv - - vv _ /_ VV - vv vv � _ _gam - -_ -- _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - _ _ W � �_-SLS- - - GAS - GAS - GAS - GAS GAS GAS GAS CCAS - GAS --- GAS - GAS - - �; 1+ -- GAS --- GAS --- GAS -------- GAS - GAS - - GAS - - GAS -- - GAS -- - GAS ) GAS - - 0 /1 I -- ��' - - GAS -- �� _� W E E E E E E - E - E E \ O E F - E - --E- F _ F E - F E �� - - E - E E - - E ©2017 STARBUCKS COFFEE COMPMY F _ E --- - - 10 `. F F EF E - - �+T p �+1��+ W T -- T - - T - - ---- F Wiz- F - - F �- F_ - - F --- F S I A R B U C KS COFFEE � T - T --- T T - T -- 0 ' T T - - lld l/d l/d lu -� l/d l/d ml/d -i l/d l/d l/d l/d l/d `l/d z y �y ` -1/d - ; ��/d - vd 5 1"=10' 20 COMPANY _ l/d< 1 ` -_I �/� Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH pt { SEATTLE, WASHINGTON 98134 206 318-1575 ��� T / i n J �- --� T THESE DRAWINGS AND SPECIFICATIONS ARE o. CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, 0 t WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE O REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER CO 500 I \\1 ) , ON OTHER PROJECT WITHOUTROJECTS OTHEPREORIONS TO WRITTENHIS _ 101 0 1 STm T ST ST ��� >/ CO CONSENT OF STARBUCKS CORPORATION. J1 THESE DRAWINGS AND SPECIFICATIONS ARE 105 106 10 � -- -r L7 03 401 106 'xi00 INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS _�- toa SUBJECT TO CHANGE AT ANYTIME)AND DO CO ` O NOT REFLECT ACTUAL SITE CONDITIONS. - y sot I NEITHER PARTY SHALL HAVE ANY OBLIGATION � 103 11av° - yy _ _-----_ I \ 1rcn NOR LIABILITY TO THE OTHER (EXCEPT STATED W - W 300 / yy 11�eJ1 I 1 r I ABOVE) UNTIL A WRITTEN AGREEMENT IS ° ' """" .,. ❑R ))O O O O O O O11 FULLY EXECUTED BY BOTH PARTIES. N _-- aoo CL VV �1 - r 109 I STARBUCKS TEMPLATE VERSION i2017.07.28 y 1 L L � 103 L0� IJC B ) 100 co co \ y I GPD Engineering and Architecture Professional Corporation nnBB ` 00 520 SOUTH MAIN ST., SUITE 2531 AKRON, OH 44311 }} nn 'AN SAN - - SAN SAN - SAN - - SA - SAN` y SAM lu` ❑ Cn P: 330-572-2100 F: 330-572-2101 jai)/ GPD PROJECT NO: 2016355.42 EO PROF CO � �d5'���GIN�F�s�o� II I 104 / ®o 92464 ti� _ I U ® O ' �- LEGEND OREGON vWQ �Y I (SEE SHEET C-001 FOR GENERAL LEGEND) �LYt1"��1 \7�2_ •) _1 O ST - EXISTING STORM SEWER A 04/26/2019 I .10 SAN EXISTING SANITARY SEWER -W- - EXISTING WATER SERVICE EXPM&.06/30/2020 -- ��.. - o to � GAS PROPOSED GAS SERVICE -- EXISTING UNDERGROUND W \> o ELECTRIC SERVICE cn I PROPOSED UNDERGROUND P/L _AL_ _ - ) _ _P/L __ _ / F COMMUNICATIONS -..M/�l�/`/` � r�M/�.n /`/-/�Jul n/�i`/�_n�� ST - ST ST - ST T - ST ST - ST -- ST - --- ST sI M e� EXISTING ELECTRICAL VAULT �( N 101 L- 1 V co UTILITY STRUCTURESEXISTING W ELEC STRCT.ID STRUCTURE DETAILS <)��� TRANSFORM RTRICAL W PROPOSED STORM CLEANOUT _ CO (SEE SHEET C-502) Z 2 101 RIM=165.62 [T� EXISTING TELEPHONE VAULT 5 N INV.8'(NE)=163.30 LL N EXISTING 0 PROPOSED STORM CLEANOUT PEDESTAL TELEPHONE Q CO (SEE SHEET C-502) tjj � a Of GENERAL SHEET NOTES 102 RIM=165.48 ST PROPOSED STORM SEWER g Q 0 \ O 1. ALL UTILITIES AS SHOWN AS EXISTING SHALL REMAIN AND BE PROTECTED THROUGHOUT INV.8"(NE)=163.57 W PROPOSED WATER LINE < w S CONSTRUCTION.CONTRACTOR SHALL VERIFY SIZE OF EXISTING UTILITIES AND COMPARE Z PROPOSED STORM CLEANOUT WITH STARBUCKS STANDARDS.EXISTING UTILTIES THAT ARE NOT ADEQUATE FOR CO A U U O (SEE SHEET C-502) STARBUCKS USE SHALL BE REPLACED AS NEEDED. 103 # APPURTENANCES ' !n 5 Q INV.B"(NE)=162.62 I O _ O N Ur 2. THE DEVELOPMENT IS REDUCING THE AMOUNT OF IMPERVIOUS AREA BY 1,500 SF, Of Of C.D THEREFORE THE STORM SYSTEM IS ASSUMED TO BE ADEQUATE FOR SERVICING THE SITE SANITARY PROPOSED STORM CLEANOUT ® UTILITY CONSTRUCTION KEYNOTE 0 0 AFTER THE DEVELOPMENT TAKES PLACE. 200. EXISTING SANITARY SEWER TO REMAIN. 104 (SEE SHEET C-502) INV.8"(NE)=163.07 -__ \`\� PROPOSED BOTTOM SURFACE AREA - - GA. STORE #: 418 PLAN KEYNOTES O OF RAIN GARDEN,SEE SHEET CR-504 WATER EXISTING STORM INLET(RAISE TO �, / AND CLEAN WATER SERVICES PROJECT #: 04753-029 STORMPROPOSED GRADE) d1; d� 0t STANDARDS AND SPECIFICATIONS. ISSUE DATE: 2/25/19 300. EXISTING 1"DOMESTIC WATER SERVICE.CONTRACTOR TO VERIFY PRIOR TO START OF 100. EXISTING STORM INLET TO REMAIN AND BE ADJUSTED TO GRADE.SEE TABLE TO RIGHT AND CONSTRUCTION. CB RIM(EXISTING)=164.44 �' DESIGN MANAGER: JOHN PARK SHEET C-121 FOR PROPOSED RIM ELEVATION. RIM(PROPOSED)=165.12 J, PROPOSED LIMITS OF RAIN GARDEN, 301. EXISTING WATER METER TO REMAIN. 1 i - O V O O V O V LEED®AP: 101. PROPOSED WYE CONNECTION AT EXISTING STORM SEWER.CONTRACTOR TO VERIFY INVERT �NVrB (iii)-46E.74 I(� f- - - - - - - SEE SHEET CR-504 AND CLEAN PRODUCTION DESIGNER: GPD GROUP PRIOR TO START OF CONSTRUCTION.REPORT BACK TO ENGINEER IF INVERTS IN FIELD VARY INV.8"PVC(N)=163.55(PROPOSED) `L I U_ WATER SERVICES STANDARDS AND CHECKED BY: FROM WHAT IS SHOWN ON THE PLANS FOR FURTHER DESIGN OPTIONS.SEE SHEET C-502. ELECTRIC AND COMMUNICATIONS INV.8"PVC(S)=163.55(PROPOSED) 'd _j SPECIFICATIONS. INV=161.43 400. PROPOSED ELECTRICAL METER TO BE INSTALLED FOR SERVICE UPGRADE.GC TO � O Revision Schedule 102. PROPOSED 18 L.F.OF 8"DIP STORM SEWER @ 0.50%. COORDINATE WITH ELECTRIC COMPANY AND DETERMINE FINAL METER LOCATION. EXISTING STORM INLET(RAISE TO H 103. PROPOSED 55 L.F.OF 8"DIP STORM SEWER @ 0.50%. 401. EXISTING ELECTRIC AND/OR TELECOMMUNICATIONS SERVICE CONNECTION TO PROPOSED GRADE) I w Rev Date By Descry' ,tion 104. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER TO PROPOSED 8"DIP. REMAIN. CB RIM(EXISTING)=165.10 - `� � A 4/25/19 TB CITY COMMENTS 105. PROPOSED 50 L.F.OF 8"DIP STORM SEWER @ 0.50%. 402. EXISTING ELECTRIC TRANSFORMER TO REMAIN.COORDINATE RECONNECTION 2 RIM(PROPOSED)=165.47 "_ _ T T ' 106. CONTRACTOR TO CORE DRILL INTO EXISTING CATCH BASIN AND INSTALL PROPOSED STORM WITH ELECTRIC COMPANY. lom 8={Sj=163.4 - ' l/d l/d Z ! I i i SEWER.CONTRACTOR SHALL FULLY GROUT CONNECTION AND ENSURE THE CONNECTION 403. PROPOSED ELECTRICAL SERVICE TRENCH AS REQUIRED BY ELECTRIC COMPANY INV.8"PVC(W)=163.68(PROPOSED) DOES NOT LEAK.INV=163.55 DESIGN. 107. PROPOSED 6 L.F.OF 8"DIP STORM SEWER @ 0.50%. PROPOSED WATER QUALITY UNIT I U �� 2 Working Days 108. PROPOSED 19 L.F.OF 8"DIP STORM SEWER @ 0.50%. GAS WQ (SEE SHEET CR-504) Q Before You Dig SHEET TITLE: 109. CONTRACTOR TO CORE DRILL INTO EXISTING CATCH BASIN AND INSTALL PROPOSED STORMRIM=165.10 500. EXISTING 1"GAS SERVICE TO BE UPGRADED AS REQUIRED PER NW NATURAL A SEWER.CONTRACTOR SHALL FULLY GROUT CONNECTION AND ENSURE THE CONNECTION GAS DESIGN. INV.8"PVC(NW)=163.02 UTILITY PLAN DOES NOT LEAK.INV=163.68 INV.8"PVC(E)-161.52 110. CONTRACTOR TO INSTALL CLEANOUT AND CAP OFF END OF STORM SEWER.INV=162.62 501. EXISTING GAS METER TO BE UPGRADED PER O NATURAL GAS DESIGN. CONTACT NW NATURAL GAS @ 503-220-2360 TO COORDINATE. PROPOSED RAIN GARDEN OVERFLOW DRAIN SCALE: AS SHOWN 111. PROPOSED 10 L.F.OF 8"DIP STORM SEWER @ 1.0%. WO (SEE SHEET CR-504) B GROUND ELEVATION=164.55 SHEET NUMBER: OVERFLOW INV.=165.05 C-141 OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places Standards for Accessible Parking Places Standards for Accessible Parking Places August 2018 August 2018 August 2018 MINIMUM STANDARD PAVEMENT MARKING STENCIL PAVEMENT MARKING LEGEND SINGLE-ACCESSIBLE PARKING SPACE (VAN-ACCESSIBLE DESIGNATION REQUIRED) Background - ATSUM �� ® O CO 2017 STARBUCKS COFFEE COMPANY 'PARKING ® C (stroke width) SIGN SIGN ACCAISLE OR N ACCESS AISLE SIGN ® OR7-7-9 N NO NV OR7-9 STARBUCKS COFFEE,/ � ARKIN , PARKING -- ND ���� COMPANY �fVAN SIGN sICN 2401 UTAH AVENUE SOUTH ACCESSIBLE R7-Sa OR7-9a PARKING Q� SEATTLE, WASHINGTON 98134 ' Curb ramp A (206) 318-1575 (shall not extend into THESE DRAWINGS AND SPECIFICATIONS ARE the access aisle) CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, ACCESSIBLE ROUTE ° ° i WHICH IS THE OWNER OF THE COPYRIGHT IN ' THIS WORK. THEY SHALL NOT BE Sign REPRODUCED (IN WHOLE OR IN PART), SHARED 12" WITH THIRD PARTIES OR USED IN ANY MANNER location ° ON OTHER PROJECTS OR EXTENSIONS TO THIS t PROJECT WITHOUT THE PRIOR WRITTEN B NO E~ 21: 2'�I J CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A Wheel stop )\) Al- 36° Typ. 1 PROTOTYPICAL STARBUCKS STORE (WHICH IS a a (TYP) SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. rn 3' Pavement Marking Background: Optional: Blue, Retroreflective 12" NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED s � ;' 36' ABOVE) UNTIL A WRITTEN AGREEMENT IS White 4° - 4; Pavement Marking Stencil: white, Retroreflective a PARKING wide Imes Angle orientation FULLY EXECUTED BY BOTH PARTIES. field C O �-Accessoaisle layout LEGEND A IMBENC ONNS (INCHESG - 60 - - I STARBUCKS TEMPLATE VERSION i2017.07.28 2' Typ MINIMUM 28 24 3 STANDARD 41 136 4 Pavement Marking Legend: White or Yellow, Retroreflective PA46 ft, The pavement marking stencil shall be used to designate an accessible The "No Parking" pavement marking is used to designate an access aisle GPD Engineering and Architecture Pavement markings P 9 g reserved for persons use parking with a DMV permit. This marking shall Professional Corporation required. See Figures parking area reserved for vehicles with DMV permits. 6 & 7 for details be required for all access aisles next to accessible parking spaces. 520 SOUTH MAIN ST., SUITE 2531 9' Min 8' Min Engineering judgement should be used for placement location to give AKRON, OH 44311 best visual location to prevent illegal use of access aisle. Yellow may be P: 330-572-2100 F: 330-572-2101 Detectable warning surface required used instead of white to increase contrast between access aisle white GPD PROJECT NO: 2016355.42 if curb ramp is located within public right-of-way lines and the "No Parking" legend. EQ PROP Figure 1 6 Figure 6 11 Figure 7 1292464 0 � 92464 T OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places Standards for Accessible Parking Places Standards for Accessible Parking Places OREGON August 2018 August 2018 August 201811. - 04!26/2019 SIGN DESIGN SIGN DESIGN SIGN DESIGN EXPIRE3:06/30/2020 SIGN NO. R7-8a SIGN NO. R7-8 w SIGN NO. OR7-9 Of 12" - 1 2 F�--_ 12 2 M 18' B RESERVED 2C _ �_ N ;L _ 1.5 V,0 TF - _ _ ,2.25 PARKING tzC 3 FGLI& 0 VAN - 2 ACCESS AISLE I5B SIGN NO. OR7-9a Z ACCESSIBLE 1 SD 2 6 4 2 L N or/ 12.2513NO 3C �.- -i 1.06 0 (n Q BORDER ~3.19 11.63 3.19 I LLIW a O IN-0.338" I 4... \ ..5 PARKING -_3B ro 5.87 Z of Q IN=0.325" �( 1 6 11.07 BORDER .0 9.88 .0 - -- ' TH=0. BORDER I 10 1 - -. - -- N=0.3 5" BORDER 2.72+ 6.55 2.73 O O R=1.5" iN=0.375•' R=I.zs'• NOTES: N _ TH=0.375' TH=0.325" X W (� IN=0.375" IN-0.325" 1. SEE OREGON ADA DETAILS FOR SIGN a 11 SPECIFICATIONS. 2. SIGNS SHALL BE LOCATED SO THAT STORE #: 418 THEY CANNOT BE OBSCURED BY A Sign Background: White, Retroreflective sheeting Sign Background: white, Retroreflective sheeting Sign Background: white, Retroreflective sheeting VEHICLE PARKED IN THE SPACE. PROJECT #: 04753-029 2"X 2"GALVANIZED STEEL 3. BOLLARD TO BE DELETED IF SIGN Sign n Le TUBE EXTENDED INTO ISSUE DATE: JOHN Sign Legend: Green, Retroreflective sheeting Sign Legend: Green, Retroreflective sheeting g geed: Red, Retroreflective sheeting POST IS OUT OF VEHICULAR PATH OR DESIGN MANAGER: JOHN PARK CONCRETE FOUNDATION. PARKING SPACE,WHEN NOT USING LEED®AP: Sign Symbol: White on Blue, Retroreflective sheeting Sign Symbol: White on Blue, Retroreflective sheeting o BOLLARD FOUNDATION THE SIGN PRODUCTION DESIGNER: GPD GROUP Sign OR7-9a: Use when back of walk directly behind access aisle is not Of POST SHALL BE EMBEDDED 3'6"INA CHECKED BY: g 12"DIA.CONCRETE FOOTING 4'-0" d lto b i d lsign must e pace i f or sign placement an Refer to Standard Highway Signs book for details and dimensions. available � DEEP(0.12 CU.YDS.OF CONCRETE Revision Schedule Refer to Standard Highway Signs book for details. one side of pedestrian access ramp. I FINISHED SURFACE PAVEMENT + REQUIRED). AS DETAILED ELSEHWERE 4. SIGN TO BE PROVIDED AT ALL Rev Date BY Descri(�tion SEALED EXPANSION JOINT _ XT ACCESSIBLE PARKING SPACES AS PER B TB INTERNAL COORDINATION AROUND BOLLARD PIPE .q ADA REGULATIONS. The VAN-ACCESSIBLE sign shall only be used with sign 117-8 The Disabled Person parking sign n is used to desi nate a arkin area The No Parking in Access Aisle sign is used to designate an access aisle 5. IF SIGN IS MOUNTED TO BUILDING,THE P 9 9 9 parking 18"DIA.CONCRETE BOTTOM OF THE VAN ACCESSIBLE to designate the parking spaces that have an access aisle 8 ft or wider reserved for vehicles with DMV permit as stated. reserved for persons use parking with DMV permit. Install sign in locations FOUNDATION AROUND /� ° SIGN SHALL BE 5'-0"FROM THE FINISH where "No Parking" pavement marking may not be visible regularly from PIPE COLUMN 6"BELOW I a 12" GRADE. snow or sand. Place sign to have direct view from end of access aisle when FROST LINE(3 FT.MIN. SHEET TITLE: possible outside of accessible route. BELOW FIN.GRADE). m HANDICAPPED PARKING SIGN POST OREGON ADA DETAILS AS Figure 9 14 Figure 8 13 Figure 11 16 N.T.S. SCALE:AS SHOWN SHEET NUMBER: r�1_ �1_.i I,- CR-503 CR-503 J A 002017 STARBUCKS COFFEE COMPANY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. A NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017.07.28 j —HIGH DENSITY JUTE OR 1 ` 6" MIN COCONUT MATTING NOTE: FREEBOARD 1. MODEL BF48-1 OVERFLOW TO— —3:1 (H:V) MAXIMUM SLOPE 2. SEE ADS BAYFILTER INSTALLATION MANUAL FOR ADDITIONAL CONVEYANCE. MAINTAIN �` SPECIFICATIONS AND INSTALLATION GUIDELINES. 36" F&C MAXIMUM LINEAR 3. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER SEPARATION FROM ALL TO PROPOSED 8"DIP. t STORM INFLOW POINTS GPD Engineering anArchitecture Professional Corporation 520 SOUTH MAIN ST. SUITE 2531 1 OH 44311 PROPOSED CONCRETE MANHOLE ° ` `« N, 4. �' ``y 7 ') 1 N P: 330-572-2100 KRO ` 30-572-2101 SEE DETAIL,THIS SHEET o ( ` " GPD PROJECT NO: 2016355.42 - 4' .•. ' ` — 18" MIN GROWING MEDIUM iy60 PROF 3" DEEP (3/4" – 1/4") 041 STEPS / CLEAN (1-1/SHED DRAIIN/�)CK 4��6 2GIN �.R BjOv 36" F&C A ° CLEAN CRUSHED DRAIN ROCK ° .° \_•• f OVERFLOW TO CONVEYANCE \�f OREGONATIVEN % '• • o SUBGRADE ` y.11� 2'A INLET-\ NON—WOVEN GEOTEXTILE ) 43g �1 • • -\ °* "• " FILTER FABRIC < A. 04/26/2019 INLET o J IOI n I 1 v ) OUTLET (I OUTLET exws 06/30/2020 . . � . f W 1 1 v b a .. ( NOTE: PRIOR TO CONSTRUCTION, SEE INFILTRATION Q PLANTER/RAINGARDEN SECTION IN LIDA HANDBOOK / l M J/ FOR ADDITIONAL SPECIFICATIONS AND DETAIL. ( � N (1)522 TREATMENT CARTRIDGE- `) SEE SPECIFICATIONS BELOW ( NOTES: `/1 l) v) 1. PUBLIC WATER QUALITY AND/OR QUANTITY SYSTEM 1 W 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM 1 ( PONDING, PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. `J) > 3 IF USING THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM V_ N THEBAYF1ueN STOHMWAIER MANAGEMEnI'Y'"'MISA FLOW RATE 0.05 CFS I ( STANDARD TESTING METHODS. STORMWATEft FILTRATION DEVICE DESIGNED TO REMOVE FINE CARTRIDGE TYPE 522 I ` 4. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW 5 N V SEDIMENTS.HEAW METALS.AND PH US THE BAYFILTER DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT O I� B A 1. SAVER SYSTEM RELIES ON A SPIRAL WOUND MEDIA FILTER CARTRIDGE WI TN CITY,CARTRIDGES 1 T E C H N O L O G 1 E S' , APPROXIMATELY 46SOUAREFEET 01FILTRATION AREA_THE FILTER SEDIMENT CAPACITY 175 LBS ENTRY OF THE FACILITY. fA CARTRIDGES ARE HOUSED IN A CONCRETE STRUCTURE THAT EVENLY I BAYFILTER BF-48-1 / ^p4"KB00R"•"""'s�"�1N0 (DATE 10/10/16 ) ( 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18"' MINIMUM OF DISTRIBUTES FLOW THAT ROUTES HIGHI T IS ` LU A/ 4600 TRUEMAN BLVD OFFLINE WITH AN EXTERNAL BYPASS TINT ROUTES NIGH INTENSITY (DRAWN EKH ) GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. L,L 1030 Deer Hollow Drive 1-800-BAYSAVER STORMS AROUND THE SYSTEM THE FILTER CARTRIDGES REMOVE O Mount Airy,MD 21771 1-800-229-7283 HILLIARD,OH 43026 POLLUTANTS FROM RUNOFF BY FILTRATION (CHECKED PR I 6. VEGETATION ST R USED IN WET AREAS OF THE BASIN IS PER APPENDIX "A•' OF R&0 07-20 FOR ( Q 0 1-600-7317473 (INTERCEPTIONIATTACHMENT)AND ADSORPTION )SCALE N.T.S. ) 7 THE WET MOISTURE CONDITIONS. \/ ( 7 VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT LIST OF THIS HANDBOOK ( Z � Q >Q AS APPROVED BY DISTRICT. \/ w 0 LU �f'� BayFitter 522" O O N V Size=28"(711 nen)diameter NON—STRUCTURAL LIDA a a eo Weight=125lbs.157 kg) 1i -- " Y ` PLANTER/RAIN GARDEN Media Area=45 ft'(42 nil : . r HANDBOOK C1eanWatel Services Flow Rate=22.5 9pm(96Vnnin) e "1 DRAWING NO. 797 REVISED 05-16 , STORE #: 418 Flow Rate per SquareFoot=0.50gpm/n'(20umiNm) .7`'. PROJECT #: 04753-029 Minimum Operational Head=18'(457 mm) m ---- -- - 2/25/19 Recommended Design Head=20"(508 mm) ISSUE DATE:_.+e 5 OcanVVater�Services LO'vv ifl'�..pact DeVelOpment Approaches Handhook i 5 DESIGN MANAGER: JOHN PARK Sediment Capture Capacity=175 lbs(79 kg) ic,,J+ ( LEED®AP: Manifold Diameter=3"(76 mm) ` PRODUCTION DESIGNER: GPD GROUP f CHECKED BY: Revision Schedule Rev Date By Descri tion ` A 4/25/19 TB CITY COXMENTS ( ) B TB INTERNAL COORDINATION Rayfliter 5= C SHEET TITLE: ADS BAYFILTER A3 CWS RAIN GARDEN DETAIL WATER QUALITY DETAILS Al N.T.S. SCALE:AS SHOWN N.T.S. ( ) SHEET NUMBER: SCR-504 T - - - - T - T - �--�� -------- T T T T T T --- T 1/d 1/d r v 1 vd b l/d 1/d 1/d t 1/d 1/d 1/d l/d y v 1/d �J/d 1/d l/d - 26"Dr 40"D v 5-Ct > - ,r 2 g" e� T ` 3 2 1 D ) 3-Bx 3-Bx 3-Bx Ii o ` L ` \_ sa uwr 5-ct &Ct uwN • uwN ti� •�, , 11. . Q Ir O \ ©2017 STARBUCKS COFFEE COMPANY f • 8„ 3-Bx D•. •� D ,� / y 0 10 ` • 5-Ct ST T ST ST LLA',. 21-Mr 5-Nd • r STARBUCKS CO FFEE -25 5 20 1 =10' COMPANY 8-Dc 10-Dc Horizontal Scale In Feet 2401 UTAH AVENUE SOUTH • V :; � /-- D. ,� , ♦ , SEATTLE, WASHINGTON 98134 • • D • ♦� 206) 318 1575 e ' THESE DRAWINGS AND SPECIFICATIONS ARE I; ® O O O O 0 O - -- CONFIDENTIAL AND SHALL REMAIN THE SOLE 3-Bx rF --- \ 1-Zs PROPERTY OF STARBUCKS CORPORATION, • SCtL > : _ 7-Cd WHICH IS THE OWNER OF THE COPYRIGHT IN cl ' • L THIS WORK. THEY SHALL NOT BE e •,•v REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD Q^ ^,^ I } ANNER ON OTHER PROJECTS OR EX TIES OR USED ENS IONS hTO THIS t • PROJECT WITHOUT THE PRIOR WRITTEN D - i CONSENT OF STARBUCKS CORPORATION. - THESE DRAWINGS AND SPECIFICATIONS ARE 4 ° I INTENDED TO EXPRESS DESIGN INTENT FOR A 1 PROTOTYPICAL STARBUCKS STORE(WHICH IS 1 • SUBJECT TO CHANGE AT ANYTIME)AND DO l o NOT REFLECT ACTUAL SITE CONDITIONS. > NEITHER PARTY SHALL HAVE ANY OBLIGATION o (/ >y ' •° e D • / NOED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. P ” / STARBUCKS TEMPLATE VERSION 12017.07.28 5 ` pt J • D. -- I a - I� . I/'ter I � 5-Dc GP DProfessional Engineering and ° `/ Corporation �� • D 5-Ag — 520 SOUTH MAIN ST., SUITE 2531 r • + �„ 1 - �.-- •- r_ • __❑p �� m I AKRON, OH 44311 • �y J P: 330-572-2100 F: 330-572-2101 f y / •. Z. ' I1 GPD PROJECT NO: 2016355.42 b D< /IfEl 7-PI jpjeo PROPe. P{ P/L L- - - - - P/L - _ ,. . - ❑ 7-Eu w�9 �NGINFF� WO i-Ar 4 92464P v 1-Ar ❑ 8-Eu OREGON 5-PI Y ❑ i� a 04/26/2019 ' ' 1 EXPRRM.-06/30/2020 5-PI / W 12-Eu 7-Eu 1-Ar 9-Eu LEGEND������ C1 NN 1 El EXISTING TREE AND ❑ ❑ / �� ❑ 7 9 9 �� ❑ # L ) DIAMETER SIZE Z N II EXISTING SHRUBS Q LL cy) w Q PLANT LIST II ;' 2 Q o a O Symbol Botanical Name Common Name Qty. Min. Size Condition Remarks PROPOSED LANDSCAPE BED EDGE Z Q U rQn U C) Q Ag Abelia x grandiflora Glossy Abelia 21 24" H Cont. S o/c LU V O o N C7 Ar Acer rubrum 'Bowhall' Bowhall Maple 4 24" Box Box Specimen a a Bx Buxus semervirens 'Suffruticosa' Edging Boxwood 18 24" H Cont. 4' o/c / O O PROPOSED TREES STORE #: 418 Ct Choisya ternata 'Aztec Pearl' Mexican Ternate Orange 30 30" H B&B 4' o/c -- PROJECT #: 04753-029 Cd Cotoneaster dammeri 'Coral Beauty' Bearberry Cotoneaster 131 ® No. 3 Cont. 5' o/c ISSUE DATE: 2/25/19 Lam- IRRIGATION NOTE: DESIGN MANAGER: JOHN PARK Dc Deschampsia cespitosa Turfted Hair Grass 43 No. 2 Cont. 2' o/c GC TO ENSURE ANY AND ALL SPRINKLER LEED®AP HEADS ARE AIMED APPROPRIATELY FOR PRODUCTION DESIGNER: GPD GROUP Eu Euonymus japonicus 'Aureo-marginatus' Golden Euonymus 43 No. 3 Cont. 3' o/c LANDSCAPING SO AS NOT TO INTERFERE CHECKED BY / MWITH CUSTOMERS IN DRIVE-THRU LANE. Mir Mukdenia rossii 'Karasuba' CRIMSON FANS Red-Leafed Mukdenia 29 No. 1 Cont. 24" o/c, triangular spacing O I \i/��O PROPOSED SHRUBS,GRASSES Nd Nandina domestica 'Firepower' Heavenly Bamboo 5 18" H, No. 3 Cont. 3' o/c �c AND PERENNIALS Revision Schedule Rev Date By Description PI Prunus laurocerasus 'Otto Luyken' Cherry Laurel 30 24" H B&B T o/c A 4/25/19 TB CITY COMMENTS Zs Zelkova serrata Japanese Zelkova 2 24" Box Box Specimen PROPOSED PLANT _ _ _ �X" QUANTITY AND SYMBOL P p 2 Working Days A& PROPOSED SODDED AREA Before You Dig LAwN RAIN GARDEN PLANT LIST j Symbol Botanical Name Common Name Qty. Condition Remarks 1 l J • PROPOSED GROUND COVER, SHEET TITLE: Co Carex obnupta Slough Sedge 59 Plug 1' o/c, triangular spacing 1 ♦ • • • ♦ ♦ • ♦ • ♦ SEE PLANT LIST Cr Carex rossi Rossi Sedge 59 Plug 1' o/c, triangular spacing ) M LANDSCAPE PLAN r"�"-"-1 PROPOSED RAIN GARDEN Go GI ceria occidentalis Western Manna-Grass 59 Plug V o/c, triangular spacing DELINEATION SCALE:AS SHOWN Y 9 9 P 9 `„_„_„J Jp Juncus patens Spreading Rush 59 Plug 1' o/c, triangular spacing PROPOSED RAIN GARDEN HERBACEOUS PLANTS,SEE DETAILKIM SHEET NUMBER: Asx ON SHEET L-501 FOR SPACING L-101 IMF poSET TOP OF ROOT CROWN 1"ABOVE FINISHED GRADE. ORGANIC MULCH PER SPECIFICATIONS. 02017 STARBUCKS COFFEE COMPANY REMOVE TOP 1/2 OF BURLAP,TWINE, STARBUCKS COFFEE ROPE AND BASKET FROM ROOTBALL. COMPANY FINISHED GRADE 2401 UTAH AVENUE SOUTH SCARIFY SIDES OF SEATTLE, WASHINGTON 98134 =III=1 = - 206 318-1575 ITI — i PLANTING HOLE. 1-11 " — — PLANTING SOIL PER THESE DRAWINGS AND SPECIFICATIONS ARE 11-111 III 11 11I� SPECIFICATIONS. CONFIDENTIAL AND SHALL REMAIN THE SOLE 2 X BALL BREAK 6"SUB-SOIL AS NECESSARY. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER BALL & BURLAP SECTION ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. SET TOP OF ROOT CROWN 1"ABOVE THESE DRAWINGS AND SPECIFICATIONS ARE FINISHED GRADE. INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS ORGANIC MULCH PER SUBJECT TO CHANGE AT ANYTIME)AND DO SPECIFICATIONS. NOT REFLECT ACTUAL SITE CONDITIONS. FINISHED GRADE NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED SCARIFY SIDES OF PLANTING ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. HOLE. STARBUCKS TEMPLATE VERSION i2017.07.28 1=II (�L LIl 11 PLANTING SOIL PER 2 X BALL SPECIFICATIONS. CONTAINER SECTION GENERAL NOTES: GPD Engineering and Architecture Professional Corporation 1. PRUNE ROOTS IF BALL IS ROOTBOUND. 520 SOUTH MAIN ST., SUITE 2531 2. REMOVE ALL CONTAINERS AND NON-BIODEGRADABLE BURLAP. AKRON, OH 44311 P: 330-572-2100 F: 330-572-2101 3. WHEN BACKFILLING PLANT PIT,PLACE PLANTING SOIL IN TWO LIFTS. FINISH GRADE FOR LAWN. GPD PROJECT NO: 2016355.42 AFTER FIRST LIFT, PUDDLE SOIL IN WITH WATER TO REMOVE ALL AIR POCKETS.PLACE SECOND LIFT AND CONTINUE TO PUDDLE AND EARTH/SPADE EDGE W 5"-6"MIN.OF " 00 PRope FILL AS NECESSARY. MAULC AT EDGE(FLUSH WITH TOP OF �d`� �r1G1NEFR 8101 /t 92464 11 ORGANIC MULCH A3 SHRUB PLANTING DETAIL SPE IFICATONS.PER N.T.S. OREGON 04/26/2019 / / / / E�I I� D(PiRE3:06/30/2020 /\\/\\/\\/\\ I1=III III-II1=1' jj�/j�/j�/j\ 11=1111 III= ' vim- r �� -^� ti•,1 ` -� �� �� �. -^. -. > �. ,. ��^ �.^� �.- ti.. III-III_ ' PLANTING SOIL AS SPECIFIED mow/ EXISTING SOIL 1 M NOTES DG) G) 0i 00 00000000 U)PRUNE BRANCHES IF BROKEN OR DAMAGED USE WHEREVER MULCHED PLANTINGS TRANSITION TO TURF AREAS,INCLUDING ALL GALVANIZED STEEL WIRE,SAFETY FLAGGING AND BLACK TREE MULCH RINGS,SHRUB BEDS,MASS PLANTINGS BEDS,ETC... w RUBBER HOSE AS SPECIFIED. 0 0 0 0 0 0 0 0 0 0 e C � PLANT ROOT BALL SO THAT ROOT FLARE IS ABOVE GRADE. 82 ILL N EARTH SPADE EDGE DETAIL 0 0 0 0 0 (D (D ED (D (D 0 0 0 0 �� ) O U ti MULCH OUCH PERTRUSPECIFICATIONS.MULCH SHALL NOT N.T.S. r� 1l K. W Q REMOVE TOP 112 OF BURLAP,TWINE,ROPE AND 0 @ @ (0 O 0 0 O 0 0 0 0 J O a O 2'-0" R TYP. BASKET FROM ROOTBALL.REMOVE ANY EXCESS SOIL FROM TOP OF ROOTBALL TO EXPOSE ROOT FLARE. I D � 2 0 0 0 000 0 0 ) Q C) o 1'-0" MIN w w O � N SPECIES SHALL BE IN PLANT PERENNIALS AT THE SAME LEVEL ROWS OF 5 0 0C.02"X 4"WOOD STAKE THEY WERE GROWN IN THE NURSERY. a a FINISHED GRADE 600' r ALTERNATING PLANT SPECIES 1 STORE #: 418 PLANTING SOIL PER SPECIFICATIONS. LEGEND: PER GENERAL NOTE BELOW PROJECT #: 04753-029 ORGANIC MULCH PER SPECIFICATIONS. CAREXT OBNUPTA,SEE PLANTING PLAN � ISSUE DATE: 2/25/19 SCARIFY SIDES OF PLANTING HOLE ( 0 DESIGN MANAGER: JOHN PARK r r� / LEED®AP: 2 X BALL DIAMETER _ BREAK 6"SUB-SOIL AS NECESSARY i ( 2 CAREX ROSSI,SEE PLANTING PLAN , PRODUCTION DESIGNER: GPD GROUP t �.,/ CHECKED BY: FINISHED GRADE GLYCERIA OCCIDENTALIS,SEE PLANTING PLAN Revision Schedule ( 1 Rev Date B� Description GENERAL NOTES: A 4/25/19 TB CITY COMMENTS 1. IF ROOTBALL IS WRAPPED IN NON-BIODEGRADEABLE BURLAP,REMOVE ENTIRE WRAP 0 JUNCUS PATENS,SEE PLANTING PLAN AFTER PLACED IN PIT. PLANTING SOIL MIXTURE PER SPECIFICATIONS. t GENERAL NOTES: 2. WHEN BACKFILLING PLANT PIT,PLACE PLANTING SOIL IN TWO LIFTS.AFTER FIRST LIFT, PUDDLE SOIL IN WITH WATER TO REMOVE ALL AIR POCKETS.PLACE SECOND LIFT AND CONTINUE TO SPACE AS y < 1. RAIN GARDEN PLANTS SHALL BE PLANTED AT 1.S OIC SPACING,ALTERNATING ROWS.(5)OF J PUDDLE AND FILL AS NECESSARY. ~INDICATED / EACH SPECIES SHALL BE PLANTED IN A ROW(PALM SEDGE,SHALLOW SEDGE AND FOX SHEET TITLE: 1 SEDGE). 2. WHERE RAIN GARDEN PLANTS MEET TURF,SEE DETAIL FOR SPADE EDGE TO SEPARATE SHADE TREE PLANTING DETAIL PERENNIAL PLANTING DETAIL / MULCHED AREA FROM TURF. LANDSCAPE DETAILS Al N.T.S. 81 N.T.S. RAIN GARDEN AREA PLANTING DETAIL SCALE:AS SHOWN It D5 N.T.S. SHEET NUMBER: L-501