The URL can be used to link to this page

Plans (10) PLM2019 -00161 IMPROVEMENT PLANS 187P H E{r .�✓E'VE�""{j 02W7 STARBUCKS COFFE E COMPANY STARBUCKS APR 15 2019 CITY OF TIGARD STARBUCKS COFFEE BUILDING DIVISION COMPANY 16200 SW PACIFIC HIGHWAY #Z3 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 TIGARD, OR 97224 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE 2/25/2019 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. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED NORTH ABOVE) UNTIL A WRITTEN AGREEMENT IS UNITY MAP N.T.S. FULLY EXECUTED BY BOTH PARTIES. LV STARBUCKS TEMPLATE VERSION i2017.07.28 GPD Engineering and Architecture Professional Corporation w OWNER 520 SOUTH MAIN ST., SUITE 2531 PROJECT DESCRIPTION King CityPuhlit® P: 330-572-210p AKRON, OH 44311 Golf Course STARBUCKS COFFEE COMPANY `s RON BLANCHETTE GPD PROJECT NO: 2016355.42 THE PROJECT SITE IS AN EXISTING BANK BUILDING THAT WILL REDEVELOPED INTO A STARBUCKS 503.572.4345 COFFEE SHOP WITH A DRIVE-THRU AND PARKING LOT. ALL SITE UTILITIES ARE EXISTING AT THE 2401 UTAH AVENUE SOUTH BRED PROFF BUILDING AND WILL BE UTILIZED UNLESS OTHERWISE NOTED IN THE PLANS. THE SITE IS PART OFA PROD ECT SITE SEATTLE,WA 98134 �eS NGIN�F 84909 LARGER SHOPPING CENTER WHERE DETENTION IS ASSUMED TO BE ACCOUNTED FOR. WATER �a R 4 92464 QUALITY WILL BE PROVIDED AS REQUIRED BY CITY OF TIGARD AND CLEAN WATER SERVICES. ,,, ,-n SURVEYOR DURYEA&ASSOCIATES OREGON MITCH DURYEA �jyi1 Zp1� 509.465.8007 02/28/19 2702 NORTH PERRY STREET SPOKANE,WA 99207 EXPtRFS:06/30/2020 �W Q co �k _ U) >� LU CITY OF TIGARD z _ U Approved............................... N [�'] — Conditionally Approved..............[ ] LL N See Letter to: Follow.................. [ ] 0 Ahached r j fn U O Permit Number. PL-M [ �00 fbl w Address: 6x00 SW- P0.c rC I � 0 Q O INDEX OF DRAWINGS By: Date: U—aS�—�9 si-bc Uk [; �ieS z < CO C) TITLE SHEET. . . _ T-001 0LU 0 DJ O Q . _ .. . . .. .. .. . ... . . . . . .. . . . ALTA. . . .. . . . . . . . . . . . . .. . . .. .. ... .. . . .. . .. .. . .. . . . .. .. .. .. .. .. .. .. .. . . . . . .. . . .. . . . . . . .. . . . . . .. . 1 OF 1 GENERALNOTES, . , C-001 d d O DEMOLITION PLAN _ _ .. .. .. .. . .. .. .. .. .. .... .. .. . . .... . . .. . .. . . . . . . . . . . C-101 SITE PLAN . . . . . . . . . . . . . .. . . .. . .. ... .. .. .. .. . . . _ . . .. .. .. .. .. .. .. .. .. .. ........ .. .. .. . G111 STORE #: 418 PROJECT #: 04753-029 GRADING.PLAN. . . . . . . . .. .. . . .. . . ... ... . . .. . . . .. . . . .. .. .. .. . . .. . .. .. .. .. .. .. .. .. .. .. .. . . . . .. .. .. .. . C-121 PLAN REPRODUCTION WARNING ISSUE DATE: 2/25!19 SWPPPLAN. . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. . . .. . . . . . . . . .. .. . C-131 DESIGN MANAGER: JOHN PARK THE PLANS HAVE BEEN PREPARED LEEDOAP SWPP NOTES C-132 FOR PRINTING ON ANSI D (34"x22") PRODUCTION DESIGNER: GPD GROUP 11TIL.TY.PLAN C-141 CHECKED BY DETAILS, . _ . . , . , . _ . _ . C-501 SHEETS. PRINTING ON OTHER SIZE _ . . _ _ _ LITILITY.DETAILS C-5o2 SHEETS MAY DISTORT ALE Revision schedule REFER TO GRAPHIC SCALES. Rev Date B Description OREGON ADA DETAILS. . . . . . . . . . . . . C-503 LANDSCAPE NOTES L-001 LANDSCAPE PLAN. . . _ . . . . _ _ _ _ _ . . _ _ . _ _ _ . _ _ _ _ _ . . . L-101 Underground Utilities LANDSCAPE DETAILS. .. .. . . . . . . . . . . . . . . . . - - . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . L-501 2 Working Days SHEET TITLE Before You Dig TITLE SHEET SCALE: AS SHOWN SHEET NUMBER. T-001 LEGEND: NOTES AND COMMENTS: PARENT PARCEL LEGAL DESCRIPTION: PROPERTY LINE1) POSTED PROPERTY ADDRESS: NO POSTED ADDRESS ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF TIGARD COUNTY FOUND 1/2" REBAR WITH OF WASHINGTON, STATE OF OREGON, BEING DESCRIBED AS FOLLOWS: - - -EASEMENT LINE m ORANGE PLASTIC CAP MARKED 2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD B.S.L. BUILDING SETBACK LINE "GAY W. CHELL PLS. 42649" DATE OF RATE MAP NO.R 4, 20161067CO5 3E MI AH BEARS N EF ECTIVE PARCEL 1 OF PARTITION PLAT NO. 2004-015, IN THE CITY OF TIGARD, COUNTY OF W'� BEARS (0.13 SOUTH, 0.14 EAST) WASHINGTON AND STATE OF OREGON. CENTERLINE AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE STATE OF OREGON, /-BUILDING LINE / --- :�ro / DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION, BY BARGAIN AND - EMERGENCY MANAGEMENT AGENCY. SALE DEED RECORDED FEBRUARY 14, 2014 AS RECORDING NO. 2014-008829. 6" CONCRETE CURB 10.49' L - N89'S5'20"W 3) PARENT PARCEL GROSS LAND AREA 375,922 SQUARE FEET OR 8.63 ACRES, THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS EDGE OF ASPHALT / / MORE OR LESS. DESCRIBED IN THE COMMITMENT FOR TITLE INSURANCE NUMBER NCS-834010- o / TEMPORARY BENCHMARK: HOU2 DATED JANUARY 26, 2017. BRICK WALL v CHISELED X ON SOUTHEAST 4) PER THE CITY OF TIGARD PLANNING DEPARTMENT, THIS SITE IS l h FLANGE BOLT OF FIRE HYDRANT CURRENTLY ZONED GENERAL COMMERCIAL (C-G); FIRST AMERICAN TITLE INSURANCE COMPANY I CONCRETE SURFACE / ELEV. 174.51' (NGVD 1929) ZONING REQUIREMENTS FOR THIS SITE: COMMITMENT N0, NCS-834010-HOU2 2 $ A SETBACKS: YP FIRE HYDRANT / o L� ---- -- ! FRONT: 0 FEET SCHEDULE B - EXCEPTIONS: / SIDE: 20 FEET 8) WARRANTY DEED WITH RIGHT OF ACCESS RESERVATION RECORDED MAY ® WATER METER W =Q I�' / L/s REAR: 20 FEET 1,1952, IN BOOK 332, PAGE 387; MODIFIED BY INDENTURE OF ACCESS, GLU / HEIGHT: 45 FEET RECORDED FEBRUARY 5, 1988, RECORDING NO. 88005090; AFFECTS Da WATER VALVE / a LOT COVERAGE: MAXIMUM SITE COVERAGE 859 PROPOSED LEASE AREA, PLOTTED. © GAS METER nc WELCOME TO THE / \'�o PARKING: PER FIGURE 18.620.1 - NO MINIMUM NUMBER OF SPACES 9) WARRANTY DEED WITH RIGHT OF ACCESS RESERVATION RECORDED JUNE r QS SANITARY SEWER MANHOLE _ I CITY OF TIGARD / 1 � REQUIRED. 24 ,1952, IN BOOK 334, PAGE 98; MODIFIED BY INDENTURE OF ACCESS, RECORDED JUNE 26, 1972, IN BOOK 874, PAGE 100; MODIFIED BY INDENTURE OCO SANITARY SEWER CLEAN OUT 'S + -- 5) THE BUILDING AREA SHOWN HEREON WAS DETERMINED BY THE FIELD OF ACCESS, RECORDED FEBRUARY 5, 1988, RECORDING NO. 88005090 OIvC IRRIGATION CONTROL VALVE / MEASUREMENTS OF THE EXTERIOR WALLS AT GROUND LEVEL. AFFECTS PROPOSED LEASE AREA, PLOTTED. / L/S / ASPHALT SURFACE_ EJ CATCH BASIN / ,-ASPHALT � 6) TOTAL PARKING SPACES IN PROPOSED LEASE AREA 27 = 19 REGULAR, 7 10) ELECTRIC POWER LINE EASEMENT RECORDED FEBRUARY 21, 1973, COMPACT AND 1 DISABLED. RECORDED IN BOOK 910, PAGE 221; DOES NOT AFFECT PROPOSED LEASE D TELECOMMUNICATION RISER / I \ AREA, NOT PLOTTED. O TELECOMMUNICATION VAULT / / y/ 7) THE UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM L/6 PLANS AND MAPS PROVIDED BY THE CITY OF TIGARD AND VERIFIED BY 11) RESERVATION OF UTILITIES IN VACATED STREET AREA AND THE RIGHT TO fz LIGHT STANDARD -- THE VISIBLE SURFACE FEATURES OF THESE UTILITIES AND MARKINGS MAINTAIN THE SAME AS SET FORTH IN ORDINANCE NO. 75-29; UNABLE TO PROVIDED BY A 811 UTILITY LOCATE SERVICE PURSUANT TO SECTION DETERMINE AFFECT, DOCUMENT NOT PROVIDED. ID ELECTRIC JUNCTION BOX / / 5.E.IV. AN EXACT LOCATION OF THESE UTILITIES WAS NOT PERFORMED FOR THIS SURVEY. BEFORE DIGGING, CALL THE APPROPRIATE LOCAL 12) PERMANENT SANITARY SEWER LINE EASEMENT RECORDED JUNE 12, 1987, © ELECTRIC METER / �' / UTILITY LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND RECORDING NO. 87030100; AFFECTS PROPOSED LEASE AREA, PLOTTED. STORM DRAIN VAULT / / UTILITY LINES. ELECTRIC VAULT / / 8) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE 13) DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR JUNE 12, 1987 , RECORDING NO. 87030100; MODIFIED BY FIRST AMENDMENT AND G TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, a POWER TRANSFORMER / / BUILDING ADDITIONS WITHIN RECENT MONTHS. RECORDED JULY 9, 1999, RECORDING NO. 99082160; AFFECTS PROPOSED SIGN / LEASE AREA, NOT PLOTTED, GENERAL IN NATURE. 9) PURSUANT TO THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT DECIDUOUS/CONIFER TREE HATH DIAMETER / WEBSITE http://www.tigard-or.gov/city-hall/public-works.php, THERE ARE NO 14) COMMON AREA MAINTENANCE AGREEMENT RECORDED JUNE 12, 1987, _ SIGN: CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES RECORDING NO. 87030101; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, UNDERGROUND STORM DRAIN LINE "' `- DHOME RIVE STREET BANK ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY. GENERAL IN NATURE. UNDERGROUND SANITARY SEWER LINE / / AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE 15) DEVELOPMENT AGREEMENT RECORDED JUNE 12, 1987, RECORDING NO. UNDERGROUND WATER LINE / / - RIM=164.44'8" I.E. (N)=162.74' ,,ASPHALT suRFACE� OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 87030101; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN / NATURE. UNDERGROUND GAS LINE / RIM=165.10' )10 AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD UNDERGROUND FIBER OPTIC LINE 8' I.E. (S)=163.40' DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST. 16) MEMORANDUM OF LEASE RECORDED DECEMBER 8, 1988, RECORDING NO. '/s / 8854662; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN UNDERGROUND ELECTRIC LINE / 111) PURSUANT TO TABLE A, ITEM 19, THERE ARE NO APPURTENANT NATURE. LANDSCAPED AREA / EASEMENTS LISTED IN THE REFERENCED TITLE REPORT. / 17) COVENANT NOT TO COMPETE RECORDED DECEMBER 8, 1988, RECORDING R 12) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY: NO. 8854663; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN r�� / L/S SW PACIFIC HIGHWAY (HWY 99W) NATURE. T.E. TRASH ENCLOSURE • FOUND AS NOTED / / 13) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE 22) RESTRICTIVE COVENANT RECORDED MAY 17, 1999, RECORDING NO. BENCHMARK/TEMPORARY BENCHMARK / OWNER SUPPLIED TITLE REPORT. NON-PL07ABLE EASEMENTS ARE 99059950; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN / \36a' / /� NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR NATURE. / SERVICE IS LIMITED TO REPORTING ON EASEMENT LOCATIONS, WE STRONGLY RECOMMEND LEGAL COUNSEL BE RETAINED TO REPORT ON 23) PARTITION PLAT NO. 2004-015 RECORDED JANUARY 27, 2004, RECORDING q / / PARCEL 1 OF TITLE PAPERS IN THEIR ENTIRETY. NO.2004034016; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL '�- 4U L/S/ -3310. PARTITION PLAT NO. 2004-015 IN NATURE. �. (RECORDING NO. 2004034016) 14) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO VISIBLE EVIDENCE OF SITE USE AS A CEMETERY OR BURIAL GROUND. 24) EASEMENT WATERLINE-PERMANENT RECORDED JUNE 7, 2007, RECORDING / / m NO. 2007063006; AFFECTS PROPOSED LEASE AREA, PLOTTED. a / 15) THE PARENT PARCEL RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE. m 25) RESTRICTIVE COVENANT (FUTURE STREET IMPROVEMENTS) RECORDED � ] Q 16) BASIS OF BEARINGS JULY 23, 2007, RECORDING NO. 2007-080415; DOES NOT AFFECT PROPOSED 16 16) THE BEARING OF SOUTH 88'19'48" WEST ALONG THE SOUTHERLY LEASE AREA, NOT PLOTTED. LINE OF THE PARCEL 1 AS SHOWN UPON THAT CERTIAN MAP HOME STREET BANK 1 STORY BRICK BUILDING ENTITLED "PARTITION PLAT NO. 2004-015" RECORDED AS 24) PGE SERVICE EASEMENT RECORDED APRIL 9, 2009, RECORDING NO. y / DOCUMENT NO. 2004034016, WASHINGTON COUNTY RECORDS, 2009029979; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, BLANKET IN AREA = 2,177 S0. FT. (tF00TPRINT WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS NATURE. m HEIGHT = 17.1' I_/S SURVEY. 7: a / FF ELEV=166.56' VERTICAL DATUM: P 17) THERE ARE NO GAPS, GORES OR OVERLAPS BETWEEN THE SUBJECT BENCHMARK: T . PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS CITY OF TIGARD BENCHMARK NO. 68; FOUND 2 1/2" BRASS DISK IN TRAFFIC OF WAY SHOWN ON THIS SURVEY. SIGNAL CONTROL PAD IN SIDEWALK. HAVING A PUBLISHED ELEVATION OF 191.02' (NGVD 1929) / - THERE ARE NO INTERIOR GAPS, GORES OR OVERLAPS BETWEEN THE / PARCELS WITHIN THE SUBJECT PROPERTY. ON-SITE TEMPORARY BENCH MARK: CHISELED "X" ON SOUTHEAST FLANGE BOLT OF FIRE HYDRANT HAVING 18) TAX MAP PARCEL NO. 2S 1 15BA - TL 2500 AN ELEVATION OF 174.51' (NGVD 1929). 19) THIS IS AN AS-BUILT SURVEY PREPARED IN ACCORDANCE WITH THE to in h p to / MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE POSSIBLE ENCROACHMENTS: THERE ARE NO ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING SURVEYS. PROPERTY ONTO SUBJECT PROPERTY, AND NO ENCROACHMENTS BY / V of B m U l �� / u 20) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING \rss� '+U v - - / �� / 4Q PROPERTY OR OVER ANY PLOTTED OR PLOTTABLE EASEMENTS. EXTENDED COVERAGE TITLE INSURANCE POLICY L/S = 21) THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" WITHIN THIS SURVEYOR'S CERTIFICATION: / a SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION To: Lender, Borrower and First American Title Insurance Company. REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND (SIGN: / / 1 DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED This is to certify that this map or plat and the survey on which it is based WELCOME To TIGARD 1 OR EXPRESSED. were made in accordance with the 2016 Minimum Standard Detail Requirements .' A PLACE TO CALL HOME / for ALTA/NSPS Land Title Surveys, Jointly established and adopted by ALTA and 22) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED NSPS, and includes Items 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13, OO / MAPS AND DRAWINGS. NO RESPONSIBILITY OR LIABILITY IS EXPRESSED 14, 1 field 17, 18, 1 20 AND 21 of Table A thereof. / OR IMPLIED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND The work was completed on August 31, 2017. X35' UNRESTRICTED ACCESS / DRAWINGS. (#88005090) ASPHALT SURFACE REGISTERED RIM-163.52 / LAN DF SURVEYOR VVEYOR 12" I.E. (NW)=160.22' (STUB) SCO L/S-----_------ / 12' I.E. (SW)=159,87 / PRELIMINARY SIGN: / / CREASE / Mitchell Duryea OREGON Date GREAT CLIPS / - 12 PLS 59638 TRAP 8- LE. (N)= / EX 12/31/2017 JULY 11, 2000 / �GNCTIME FITNESS / \ / o e- I.E. (N)=16o.se' 15' SEWER EASEMENT / mtch® ur ea-associates.com MITCHELL DURYEA POSTAL CONNECTION/ 8" I.E. (E)=160.03' Ye / I O BLISS NAIL & SPA RIM=161,37 / � 087030096) / #59638 sW9=158.87' / SW DURHAM RD EXPIRES 12/31/2017 RIM 163 04 / 12' I.E. (NW)=159.79' RIM=160.56' /S + 182"I IE (NE)-160.04.E. (S) 159.69' / / 12" I.E. CE R=1ss.er -- S RIM=158.84' SITE 8" I.E. (CENTER)=15294' � -_ � � / � � - - _ � / 4 - - - - -- - - - - - - - - - - ---ASPHALT SURFACE)/ O _ STA R B U C KS RIM=164.77' > 99W \ _ - 6200 SW PACIFIC HIGHWAY -___-__- - - - - 8" I.E.E (NE)=15].9]' 8" LE. (W)-155,97 - \ TIGARD, OR. / -- -- -- --- - -- - - - - - -- - --- -- Po,AL - - - - - - 24 3 DU RYEA 15' WATER LINE EASEMENT (#2007063006) VICINITY MAP U �- --- y NOT TO SCALE 5 I & A S S O CI A T E S _7 Surveying and Mapping (BASIS OF BEARINGS) 2702 N. Perry Street Spokane, WA 99207 (509) 465-8007 _ - saa7s'46"w _ _ _ - - - GRAPHIC SCALE 650.45' www.duryea-associcites.com - N - vaww. ry 20 0 10 za +o 80 FOUND 5/8" REBAR NO CAP DATE: AUGUST 2017 SHEET: RIM=lszss' BEARS (0.02 SOUTH, 0.35 EAST) SCALE: 1"=20' 12' I.E. (CENTER)=154.64' IN 1 inch �0 ) ft. PROJECT SURVEYOR: MJD OF El DRAWN BY: ALH LAST DATE OF REVISION: 10/25/17 JOB NO.: 17-23026 DEMOLITION NOTES GENERAL PLAN NOTES GRADING PLAN NOTES UTILITY NOTES (CONTINUED) GENERAL LEGEND 1. DEMOLITION INCLUDES THE FOLLOWING: SANITARY SEWER NOTES 1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE 1. BEFORE STARTING GRADING OPERATIONS,SEE STORMWATER POLLUTION PREVENTION IA. TRANSFER BENCHMARK CONTROL TO NEW LOCATIONS OUTSIDE THE DISTURBED AREA SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO PLAN NOTES AND DETAILS(SWPP). 1. SANITARY SEWER LATERAL INVERT AT BUILDING SHALL BE A MINIMUM OF 3'BELOW FINISH PRIOR TO COMMENCING DEMOLITION OPERATIONS(WHEN APPLICABLE). CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND FLOOR. EXISTING 1.B, DEMOLITION AND REMOVAL OF SITE IMPROVEMENTS. THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE 2. BEFORE STARTING GRADING OPERATIONS, SEE LANDSCAPE PLAN L-101 FOR TREATMENT OF 1.C. DISCONNECTING,CAPPING OR SEALING.AND ABANDONING/REMOVING SITE UTILITIES IN PERMITTING AUTHORITIES. EXISTING GRADE. 2. CLEAN-OUTS TO BE INSTALLED AT ALL PIPE BENDS AND ANGLES,UNLESS A MANHOLE IS r®, EXISTING CATCH BASIN PLACE(WHICHEVER IS APPLICABLE). INDICATED. L J 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND 3. PRIOR TO SITE CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL INSTALL ALL SWPP EXISTING GAS METER 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. MEASURES TO PROTECT EXISTING DRAINAGE FACILITIES.CONTRACTOR SHALL PREVENT IE 3. THE CONTRACTOR SHALL HIRE A LOCAL PLUMBER LICENSED WITH THE LOCAL SANITARY SALVAGED,OR TO REMAIN. SILTATION FROM LEAVING THE SITE AT ALL TIMES. JURISDICTION TO MAKE ALL CONNECTIONS FROM THE BUILDING TO THE EXISTING SANITARY EXISTING TELEPHONE PEDESTAL 3. THE ALTA NSPS LAND TITLE SURVEY BY DURYEA&ASSOCIATES, DATED 10125/17 SHALL BE LATERAL CONTRACTOR SHALL SECURE A SANITARY SEWER CONNECTION PERMIT PRIOR TO 3. REMOVE, REINSTALL,AND RELOCATE: REMOVE ITEMS INDICATED;CLEAN, SERVICE,AND CONSIDERED A PART OF THESE PLANS.THE G.C. IS RESPONSIBLE FOR LOCATING 4. STRIP BUILDING AND PAVEMENT AREAS OF ALL ORGANIC TOPSOILS.STOCKPILE SUITABLE OTHERWISE PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE.REINSTALL IMPROVEMENTS PER THESE PLANS. ANY CONSTRUCTION.THE CONTRACTORS PRICE FOR SANITARY SEWER INSTALLATION ITEMS IN LOCATIONS INDICATED. TOPSOILS FOR RESPREADING ONTO LANDSCAPE AREAS.ALL EXCESS EXCAVATED SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE LOCAL SANITARY T 4. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD EXISTING TELEPHONE VAULT Q znn srnReuc Ks coFFee romaaNv MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE. JURISDICTION TO PROVIDE A COMPLETE WORKING SERVICE.COORDINATE ALL WORK WITH �r 4. EXISTING TO REMAIN: PROTECT ITEMS INDICATED TO REMAIN AGAINST DAMAGE AND SOILING CITY OF TIGARD PUBLIC WORKS DEPARTMENT.SURVEYS AND CITY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO 5. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS.THE L EXISTING ELECTRICAL VAULT STARBUCKS COFFEE THROUGHOUT CONSTRUCTION.WHEN PERMITTED BY THE ENGINEER, ITEMS MAY BE CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SOFT,YIELDING OR UNSUITABLE 4. ALL SANITARY PIPE MATERIAL SHALL BE 6"PVC,SDR 35 CONFORMING TO ASTM D 3034,WITH e EXISTING ELECTRICAL METER COMPANY REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION THROUGHOUT CONSTRUCTION STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE MATERIALS AND REPLACING WITH SUITABLE MATERIALS.UNLESS OTHERWISE SPECIFIED IN JOINTS PER ASTM 3212. AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. THE PLANS,THE SITE GRADING, EXCAVATION,AND EMBANKMENT SHALL BE IN ACCORDANCE 2401 UTAH AVENUE SOUTH WITH THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL WATER NOTES SEATTLE, WASHINGTON 98134 EXISTING ELECTRICAL TRANSFORMER (206) 318-1575 5. CONTRACTOR SHALL SCHEDULE DEMOLITION ACTIVITIES WITH THE CONSTRUCTIONIPROJECT 5, ALL DIMENSIONS,GRADES,AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE BASED SPECIFICATIONS. MANAGER INCLUDING THE FOLLOWING: ON ALTA/NSPS SURVEY.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS 1. WATER SERVICE MATERIALS SHALL BE COPPER TYPE"K"UNLESS OTHERWISE NOTED ON ; 5.A. DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK,WITH STARTING AND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION/PROJECT MANAGER 6. AT A MINIMUM ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 96%OFTHESE DRAWINGS AND SPECIFICATIONS ARE PLANS. DIAMETER SHALL BE AS NOTED ON THESE PLANS(SHEET UTILITY PLAN)AND SHALL ENDING DATES FOR EACH ACTIVITY. IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY STANDARD PROCTOR MAXIMUM DRY DENSITY PER A.S.T.M.TEST D-698.MOISTURE CONTENTCONFIDENTIAL AND SHALL REMAIN THE SOLE 5.B. DATES FOR SHUTOFF,CAPPING,AND CONTINUATION OF UTILITY SERVICES. CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK AT TIME OF PLACEMENT SHALL NOT EXCEED 2%ABOVE NOR 2%BELOW OPTIMUM.THE BE INSTALLED WITH A MINIMUM COVER OF 42"OR BELOW FROST LINE,WHICHEVER IS EXISTING LIGHT POLE PROPERTY OF STARBUCKS CORPORATION, 5.C. IDENTIFY AND ACCURATELY LOCATE UTILITIES AND OTHER SUBSURFACE STRUCTURAL, HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF CONTRACTOR SHALL RETAIN A QUALIFIED SOILS ENGINEER REGISTERED WITHIN THE STATE GREATER. WHICH IS THE OWNER OF THE COPYRIGHT IN ELECTRICAL, OR MECHANICAL CONDITIONS. EXISTING CONCRETE THIS WORK. THEY SHALL NOT BE SUCH NOTIFICATION HAS NOT BEEN GIVEN, TO MAKE GEOTECHNICAL RECOMMENDATIONS BASED FIELD CONDITIONS,AND ENSURE 2. CONSTRUCTION AND MATERIALS PROVIDED BY THE WATER COMPANY: REPRODUCED (IN WHOLE OR IN PART), SHARED THAT ALL SHORING AND DEWATERING MEANS AND METHODS WILL NOT COMPROMISE THE EXISTING WATER SERVICE TO BE UTILIZED.CONTRACTOR TO CONFIRM NO UPGRADE IS WITH THIRD PARTIES OR USED IN ANY MANNER 6. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS 6. ALL WORK WITHIN THE RIGHTS OF WAY SHALL BE IN ACCORDANCE WITH THE GOVERNING STABILITY OF EXISTING OR PROPOSED FOOTINGS/FOUNDATIONS. THE REQUIREMENT TO NEEDED PRIOR TO START OF CONSTRUCTION. P/L EXISTING PROPERTY LINE ON OTHER PROJECTS OR EXTENSIONS TO THIS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF JURISDICTION AND SPECIFICATIONS. HIRE AN INDEPENDENT GEOTECHNICAL ENGINEER MAY BE WAIVED IF AN OWNER HIREDPROJECT WITHOUT THE PRIOR WRITTEN AUTHORITIES HAVING JURISDICTION. TAP MAIN IF NEEDED. GEOTECHNICAL ENGINEER IS ONSITE.THE OWNER RESERVES THE RIGHT TO REQUEST 0 FURNISH AND INSTALL CURB STOP&BOX AND WATER METER IF NEEDED. R/W EXISTING RIGHT OF WAY LINE CONSENT OF STARBUCKS CORPORATION. 7. CONTRACTOR SHALL COORDINATE ANY MAINTENANCE OF TRAFFIC WITH THE OWNER'S COMPACTION REPORTS PREPARED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER, COORDINATE ALL WORK WITH THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT. THESE DRAWINGS AND SPECIFICATIONS ARE 7. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WILL NOT BE PERMITTED. REPRESENTATIVE AND THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION. VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA OH - - EXISTING OVERHEAD UTILITY LINES INTENDED TO EXPRESS DESIGN INTENT FOR A AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS. PROTOTYPICAL STARBUCKS STORE (WHICH IS 8. OBTAIN APPROVED BORROW SOIL MATERIALS OFF-SITE WHEN SUFFICIENT SATISFACTORY 8. CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPP MEASURES PROTECTING EXISTING 3. CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: SUBJECT TO CHANGE AT ANYTIME)AND DO NOTIFY PROJECT CONSTRUCTION MANAGER IF ANY UNSUITABLE SOILS ARE FOUND. • FURNISH AND INSTALL COPPER SERVICE LINE FROM METER TO BUILDING IF NEEDED. GAS EXISTING UNDERGROUND GAS LINES NOT REFLECT ACTUAL SITE CONDITIONS. SOIL MATERIALS ARE NOT AVAILABLE ON-SITE. DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY PHASE OF THE • ALL TRENCHING AND BACKFILLING. NEITHER PARTY SHALL HAVE ANY OBLIGATION SITE CONSTRUCTION OR LAND ALTERATION.(SEE SWPP PLAN). 7. FOLLOWING GRADING OF SUBSOIL TO SUBGRADE ELEVATIONS THE CONTRACTOR SHALL - ST EXISTING UNDERGROUND STORM LINES 9. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM • CONFIRM SERVICE SIZE PRIOR TO START OF CONSTRUCTION. NOR LIABILITY THE OTHER (EXCEPT STATED PLACE TOPSOIL TO A 6"DEPTH IN ALL DISTURBED AREAS WHICH ARE NOT TO BE PAVED. ABOVE) UNTIL A WRITTEN AGREEMENT IS AGAINST DAMAGE THROUGHOUT CONSTRUCTION OPERATIONS. 9. UPON COMPLETION OF PROJECT,CONTRACTOR SHALL CLEAN THE PAVED AREAS PRIOR TO SMOOTHLY FINISH GRADE TO MEET SURROUNDING LAWN AREAS AND ENSURE POSITIVE ° SAN - EXISTING UNDERGROUND SANITARY LINES FULLY EXECUTED BY BOTH PARTIES. 9.A. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES. REMOVAL OF TEMPORARY SEDIMENT CONTROLS,AS DIRECTED BY THE CITY AND/OR DRAINAGE.STOCKPILED TOPSOIL SHALL BE SCREENED PRIOR TO RESPREADING. TOPSOIL 4. CONTRACTOR SHALL PROVIDE 100/o IRRIGATION PER CONSTRUCTION/PROJECT MANAGER AND CITYNILLAGE/TOWNSHIP REQUIREMENTS. COORDINATE SLEEVE LOCATIONS WITH THE EXCEPT WHEN AUTHORIZED IN WRITING BY ENGINEER AND AUTHORITIES HAVING CONSTRUCTION/PROJECT MANAGER. IF POWER WASHING IS USED,NO SEDIMENT LADEN EXISTING UNDERGROUND WATER LINES JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING SHALL BE FREE OF SUBSOIL, DEBRIS,BRUSH AND STONES LARGER THAN C IN ANY CONSTRUCTION/PROJECT MANAGER AND IRRIGATION CONSULTANT PRIOR TO PAVEMENT W STARBUCKS TEMPLATE VERSION 12017.07.28 WATER SHALL BE WASHED INTO THE STORM SYSTEM.ALL SEDIMENT LADEN MATERIAL ON DIMENSION. ROCK HOUNDING IN PLACE WILL NOT BE PERMITTED. ALL EXCESS TOPSOIL UTILITIES,AS ACCEPTABLE TO OWNER AND TO GOVERNING AUTHORITIES. PAVEMENT OR WITHIN THE STORM SYSTEM SHALL BE COLLECTED AND REMOVED FROM THE SHALL BE LEGALLY DISPOSED OF OFF SITE. AND CURB INSTALLATION. E EXISTING UNDERGROUND ELECTRIC LINES 10. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN SITE AT CONTRACTOR'S EXPENSE. 8. ELEVATIONS GIVEN ARE AT BOTTOM FACE OF CURB AND/OR FINISHED PAVEMENT GRADE ELECTRICAL NOTES T EXISTING UNDERGROUND TELEPHONE LINES COMPLETED AND VERIFIED IN WRITING. 10. THESE PROJECT CONSTRUCTION DOCUMENTS SHALL NOT CONSTITUTE A CONTRACTUAL UNLESS OTHERWISE SPECIFIED ON GRADING PLAN.ALL PAVEMENT SHALL BE LAID ON A 1. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING AND LUMINAIRE DESCRIPTION. RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR OR THE ENGINEER AND THE STRAIGHT, EVEN,AND UNIFORM GRADE WITH A MINIMUM OF 1%SLOPE TOWARD THE EXISTING CURB 11. UTILITY REQUIREMENTS: LOCATE,IDENTIFY,DISCONNECT,AND SEAL OR CAP OFF INDICATED SUBCONTRACTOR. COLLECTION POINTS UNLESS OTHERWISE SPECIFIED ON THE GRADING PLAN. DO NOT GPD Engineering and Architecture UTILITY SERVICES SERVING THE SITE. 2. SEE ELECTRICAL SHEETS FOR ALL DEDICATED EXTERIOR BUILDING AND SIGN LIGHTING e� 9 ALLOW NEGATIVE GRADES OR PONDING OF WATER. SCHEDULES. ELECTRICAL CONTRACTOR SHALL BALANCE LOADS WHERE REQUIRED. Professional Corporation 11.A. ARRANGE TO SHUT OFF AND CAP UTILITIES WITH UTILITY COMPANIES AND FOLLOW 11. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION OR SAFETY MEANS, EXISTING CONTOUR THEIR RESPECTIVE UTILITY KILL AND CAP POLICIES. METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES UTILIZED IN CONSTRUCTION BY THE 9. SLOPE BUILDING SIDEWALK AWAY FROM THE BUILDING AT A MAXIMUM OF 1.5%(UNLESS 520 SOUTH MAIN ST., SUITE 2531 CONTRACTOR OR SUBCONTRACTORS. 3. ALL PARKING LOT LIGHTING WIRING SHALL BE N0. 10 AWG IN 314"PVC DUCT. AKRON, OH 44311 12. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO OTHERWISE INDICATED ON GRADING PLAN). P: 330-572-2100 F: 330-572-2101 ADJACENT BUILDINGS AND FACILITIES TO REMAIN.ENSURE SAFE PASSAGE OF PEOPLE 12. THE CONTRACTOR SHALL RUN AN INDEPENDENT VERTICAL CONTROL TRAVERSE TO CHECK4. WHEN INSTALLING VERTICAL SWEEPS FOR UTILITY CONDUITS,CONTRACTOR SHALL USE 4" GPD PROJECT NO: 2016355.42 AROUND DEMOLITION AREA. 10. CONTRACTOR SHALL PROVIDE BUTT END JOINT TO MEET EXISTING PAVEMENT IN ELEVATION SCHD.80 DUCTS. EXISTING TREE BENCHMARKS AND A HORIZONTAL CONTROL TRAVERSE THROUGH THE REFERENCED AT DRIVE RETURNS AND ENSURE POSITIVE DRAINAGE. 12.A. ERECT TEMPORARY PROTECTION,BARRICADES AS PER LOCAL GOVERNING PROJECT CONTROL DATUM TO CONFIRM GEOMETRIC DATA. IT IS THE CONTRACTORS ED PROF AUTHORITIES. RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF 5. CONSTRUCTION AND MATERIALS PROVIDED BY THE ELECTRIC COMPANY: t0. FS 12.B. PROTECT EXISTING SITE IMPROVEMENTS AND APPURTENANCES TO REMAIN. CONSTRUCTION. • EXISTING PAD MOUNTED TRANSFORMER TO UTILIZED. ��`� �NGINE�R dVI • MAKE PRIMARY AND SECONDARY CONNECTIONS AT TRANSFORMER FOR SERVICE ¢ 92464P r 13. EXPLOSIVES: USE OF EXPLOSIVES WILL NOT BE PERMITTED. UPGRADE. • INSTALL NEW ELECTRIC METER FOR SERVICE UPGRADE. 14. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT COORDINATE ALL WORK WITH PORTLAND GENERAL ELECTRIC @ 800-542-8818. OREGON SURFACES AND AREAS. 6. CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: 15. CLEAN ADJACENT BUILDINGS AND IMPROVEMENT OF DUST, DIRT,AND DEBRIS CAUSED BY FURNISH AND INSTALL 14"PVC SCHEDULE 40 DUCTS,INCLUDING ALL TRENCHING AND 02/28/19 DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE BACKFILLING FROM TRANSFORMER TO BUILDING . START OF DEMOLITION. FURNISH AND INSTALL SECONDARY WIRE FROM THE BUILDING TO THE TRANSFORMER AS NEEDED. EXPIRES!06/30/2020 16. DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION INCLUDE ALL FEES REQUIRED BY ELECTRIC COMPANY TO PROVIDE A COMPLETE OPERATIONS AT THE CONTRACTORS COST. WORKING SERVICE. Uj PROPOSED of 17. GENERAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED TELEPHONE NOTES Q MATERIALS TO ACCUMULATE ON-SITE. 1. CONSTRUCTION AND MATERIALS PROVIDED BY THE TELEPHONE COMPANY: [Ell PROPOSED CATCH BASIN CY) • EXISTING TELEPHONE SERVICE TO BE UTILIZED. r'�( N 18. BURNING: DO NOT BURN DEMOLISHED MATERIALS. • PROVIDE AND INSTALL ADDITIONAL WIRING TO EXISTING SERVICE IF NEEDED. `l PROPOSED CURB �/ 19. ASBESTOS:IT IS NOT EXPECTED THAT ASBESTOS WILL BE ENCOUNTERED IN THE COURSE OF �/) THIS CONTRACT.IF ANY MATERIALS SUSPECTED OF CONTAINING ASBESTOS ARE 2. CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: PROPOSED WHEEL STOP ENCOUNTERED,DO NOT DISTURB THE MATERIALS.IMMEDIATELY NOTIFY THE ENGINEER AND ADDITIONAL TELEPHONE SERVICE TO BE UTILIZED. y PROPOSED TRAFFIC SIGN W • FURNISH AND INSTALL ADDITIONAL 1-4"PVC SCH.40 CONDUIT WITH PULLWIRE FROM = THE OWNER. SITE PLAN NOTES UTILITY NOTES Z THE BUILDING TO EXISTING SERVICE AS NEEDED. � PROPOSED PAINTED ADA SYMBOL U IcT 20. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY GENERAL UTILITY NOTES • ALL TRENCHING AND BACKFILLING. - N 1. ALL DIMENSIONS AND RADII ARE GIVEN TO FACE OF CURB UNLESS OTHERWISE NOTED. • INCLUDE ALL FEES REQUIRED BY TELEPHONE COMPANY TO PROVIDE A COMPLETE - LL N ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PROPOSED TRANSVERSE STRIPING O - I` 2. ALL EXTERIOR SITE SPECIFIC PORTLAND CONCRETE CEMENT(I.E.SIDEWALK, PAVEMENT COORDINATE ALL WORK WITH CENTURY LINK 1-80G-603-6000.PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES THROUGHOUT CONSTRUCTION. 1. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IMMEDIATELY AFTER BID IS WORKING SERVICE. CID AND ENSURE THE UTILITY COMPANIES HAVE THE ESSENTIALS REQUIRED FOR 21. BUILDING PAD DEMOLITION: DEMOLISH BUILDING PAD COMPLETELY AND REMOVE FROM THE OR CURBING)SHALL MEET THE LATEST EDITION OF THE STATE DEPARTMENT OF COMPLETE SERVICE INSTALLATION.CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER PROPOSED CROSSWALK STRIPING jj I a TRANSPORTATION SPECIFICATIONS FOR MATERIALS USED,MIXING,TRANSPORTATION, . SITE. USE METHODS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF GOVERNING OF ANY TIME FRAMES ESTABLISHED BY UTILITY COMPANIES WHICH WILL NOT MEET OPENING 3CONTRACTOR SHALL COORDINATE THE NUMBER OF LINES REQUIRED WITH THE � Q p � O REGULATIONS AND AS FOLLOWS: PLACEMENT AND CURING. THE MINIMUM STRENGTH FOR PCC ALLOWED IS 4000 PSI AT 28 CONSTRUCTION/PROJECT MANAGER. DATE. �y Q DAY STRENGTH. AIR ENTRAINMENT SHALL BE IN ACCORDANCE WITH DOT SPECIFICATIONS PROPOSED CONCRETE z LJL Q 21.A. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. r< (n FOR EXTERIOR CONCRETE. (CONTRACTOR SHALL REFER TO DETAILS WITHIN THIS NATURAL GAS NOTES � � 21.8. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. 2. CONTRACTOR SHALL VERIFY THE SIZE,LOCATION,INVERT ELEVATION,AND CONDITION OF U Qfn U O DRAWING SET FOR ANY VARIATIONS TO THIS SPECIFICATION).- 21.C. BREAK UP AND REMOVE CONCRETE SLABS ON GRADE. EXISTING UTILITIES WHICH ARE INTENDED TO BE UTILIZED AS A CONNECTION POINT FOR ALL " " " ' PROPOSED FULL DEPTH ASPHALT PAVEMENT W V LU O Q PROPOSED UTILITIES(SEE UTILITY PLAN), PRIOR TO ANY CONSTRUCTION.CONTRACTOR TO 1. CONSTRUCTION AND MATERIALS PROVIDED BY THE GAS COMPANY: U _ U N Ur 3. ALL EXTERIOR CURB SHALL HAVE EXPANSION JOINTS AT 100'-0"O.C,AND CONTROL JOINTS EXISTING GAS SERVICE TO BE UPGRADED PER NW NATURAL GAS DESIGN. 22. BELOW-GRADE DEMOLITION: DEMOLISH FOUNDATION WALLS AND OTHER BELOW-GRADE ENSURE EXISTING UTILITIES ARE IN GOOD CONDITION AND FREE FLOWING(IF APPLICABLE). O AT 10'-0"O.C.(UNLESS OTHERWISE SPECIFIED ON THE DETAIL SHEETS)ALL EXTERIOR TAP MAIN. + + PROPOSED MILL AND OVERLAY AREA DEMOLITION,AS FOLLOWS: IF ELEVATIONS,SIZE,OR LOCATION DIFFER FROM WHAT IS SHOWN ON UTILITY PLAN, 22.A. COMPLETELY REMOVE BELOW-GRADE DEMOLITION, INCLUDING FOUNDATION WALLS WALK SHALL HAVE EXPANSION JOINTS AT 20'-0"O.C.AND CONTROL JOINTS @ 5-0"MAX.O.C. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY. FURNISH AND INSTALL SERVICE FROM TAP TO BUILDING. FOOTINGS,AND BELOW GRADE CONCRETE SLABS. (UNLESS OTHERWISE SPECIFIED ON THE DETAIL SHEETS). ALL TRENCHING AND BACKFILLING. STORE #: 418 3. WHERE PLANS PROVIDE FOR PROPOSED WORK TO BE CONNECTED TO, OR CROSS OVER AN EXISTING METER TO BE UPGRADED PER NW NATURAL DESIGN. ADA ACCESS ROUTE 23. FILLING BELOW-GRADE AREAS:COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS 4. ALL CONCRETE SHALL HAVE A MEDIUM TRANSVERSE FINISH. EXISTING SEWER OR UNDERGROUND UTILITY,THE CONTRACTOR SHALL LOCATE THE FURNISH AND INSTALL NEW METER IF NEEDED. PROJECT #: 04753-029 8004224012. : RESULTING FROM DEMOLITION OF BUILDINGS AND PAVEMENTS WITH SOIL MATERIALS EXISTING PIPES OR UTILITIES BOTH AS TO LINE AND GRADE BEFORE STARTING THE • COORDINATE ALL WORK WITH NW NATURAL @ ST PROPOSED STORM SEWER ISSUE DATE2/25/19DESIGN MANAGER: JOHN PARK ACCORDING TO REQUIREMENTS PER SOILS REPORT.CONTRACTOR SHALL CONTACT PROPOSED WORK. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT, 2 CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: LEED®AP: ENGINEER PRIOR TO FILLING ANY AREAS.CONTRACTOR SHALL CONTACT ENGINEER TO OR EXISTING APPURTENANCE RESULTS IN A CHANGE IN THE PLAN,THE CONSTRUCTION PRODUCTION DESIGNER: GPD GROUP OBSERVE FILL PROCEDURES. MANAGER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE FURNISH AND INSTALL SERVICE FROM METER TO BUILDING AND THROUGHOUT THE CHECKED BY: PROPOSED WORK WHICH WOULD BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING BUILDING. 24. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM FACILITY. PAYMENT FOR ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED IN CONTRACTOR SHALL INCLUDE ALL FEES REQUIRED BY THE GAS COMPANY TO PROVIDE INTERFERENCE WITH ROADS,STREETS,WALKS,AND OTHER ADJACENT OCCUPIED AND USED THE CONTRACT PRICE FOR THE PERTINENT ITEM. A COMPLETE WORKING SERVICE. Revision Schedule FACILITIES. Rev Date B Description 24.A. DO NOT CLOSE OR OBSTRUCT STREETS,WALKS,OR OTHER ADJACENT OCCUPIED OR STORM SEWER NOTES USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED 1. ALL STORM SEWER PIPE 12"OR GREATER IN DIAMETER SHALL BE CORRUGATED HIGH TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS. DENSITY POLYETHYLENE(HDPE)SMOOTH INTERIOR PIPE(UNLESS OTHERWISE NOTED ON PLAN). HDPE PIPE SHALL CONFORM TO ASTM D 3350 AND JOINTS PER ASTM F477. STORM 25. CONTRACTOR TO SAWCUT EXISTING PAVEMENT TO REMAIN PRIOR TO CURB, GUTTER, SEWER LESS THAN 12"IN DIAMETER SHALL BE PVC, SDR 35, PER ASTM D 3034 AND JOINTS PAVEMENT, ETC REMOVAL. PER ASTM D 3212(UNLESS OTHERWISE NOTED ON PLAN). SHEET TITLE: 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING, BACKFILLING AND PIPE INSTALLATION, PIPE MATERIAL AND TAP CONNECTION.COORDINATE ALL WORK WITH CITY GENERAL NOTES OF TIGARD ENGINEERING DEPARTMENT, SCALE: AS SHOWN SHEET NUMBER. C-001 iE E E E E — E E E E T T T T T T T --T-!G) F F F - F F E F F F E F �` E F E -- F EF EF F E F F —S T T -Vd Ud l/d l/d 1/d mVd� l/d 1/d 1/d l/d _ T `` ` ` ` ` ` ` -- - - - - - - - —� 16 y \ V) / �� I 0 10 —I I 1=1 I El I 1_1 I a / ,g - - 12 o 1 5 20 ©2017 STARBUCKS COFFEE COMPANY 5' t r'=1o' 11 1 z z z z z z z z z z z i Hodzontal Scale in Feet 1=1 _ zzzz zzzzz •r z z z z zzzzz zzzzzz •, z ;; •" z •, z z i z z z II -5 � � I �_� STARBUCKS COFFEE 13 zzzzz 13 zzzzz 13 z zzzz 13 z z z z z zzzzzz 13 , z z 13 73 zzzzz 13 , zzzz 16 , , , , , , , , , , 5 , , , , IzzzXZX , zzX XXzzzz zzzz , , , , , , , , , , , ,�, ,y COMPANY z z z z z z z z z z z z z z z z z z z z z z z z a z z z ,4 zzzzz zzz zzzzzz . z z z z z z zzzz zzzzzz zzzzz :. zzz zzzz „ zzzzz z z z z z z s 2401 UTAH AVENUE SOUTH , , � . , •, � , , , , , �, , y XZXzzzzzzzzXXXXzzzzzzXz � , . •, •, . •, , •, ; , - •, •, � „ . � . � . , < , � . . , •, � . •, , , „ •, � , .. � � :: , � „ ;; � � , � , , , , ° SEATTLE zXzzzlz WASHINGTON 98134 a 1s , zz • 18Xz • 7 zzzXXX j (206) 318-1575 -- z z i z ! z z ! i i zzz ! z • z ! z i z >: z � z � zzz Qn z Q THESE DRAWINGS AND SPECIFICATIONS ARE zzzz zzzz zz zz zzz zz :. > zz zzzzzzz • _ z 5 zz zzzzzz zzzzzzzzzz • zzzzzz azzzz , zzzzzzzz zzzzz ,; zzzz s zzzz5�z z J CONFIDENTIAL AND SHALL REMAIN THE SOLE g —E 14 z z z z z z z a z z z z z z z z z z z z z z z z z z z z z z z z z . zzzzz z z z z z z z z z z z z z z z z z z z • m PROPERTY OF STARBUCKS CORPORATION, Y �_�� ISI s . zzzzz ,�� ,� i X z z X z z z z z z z z � z • - i zzzzzzzzzzzzzz .. zzzz ; zzzzzzzzz X z z z z X X z z z z z • W WHICH IS THE OWNER OF THE COPYRIGHT IN 2 THIS WORK. THEY SHALL NOT BE z z z z z z z z z z z z — �— X z z z z z •• •• -Ft c-� �;-> - -- s-aG 14 9 X ,: z z z zzz z z z z z z z z z z z z z z z z z z z z a z z z z z z 5 !� U5 REPRODUCED IN WHOLE OR IN PAR . SHARED zzzzzzzzz zzzzzzzz i z j� W zzzzzzzzz z z z r _ z r, z z z z z z 22L•Ft z z z z z z z zzzzzzzzzzzzzzizz z 3 WITH THIRD P 1+ � µ w H H D ARTIES OR USED IN ANY MANNER + z z z z z z 2 , zzz zzz -f- e z z _ _ z z : z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z, z z z iia zz z�J,-'l, 2� D zz „ , , , , , , , , , , , ., X ,, V ,, ,, ,, ,, � � ,, z Z ON OTHER PROJECTS OR EXTENSIONS TO THIS zzzzzzzzzzzzzzzzzzzzzzz � z PROJECT WITHOUT THE PRIOR WRITTEN of , z z z z z z z z z z z z z z i z z :, z z zzzz z z z z z • °� , ° , zzzzzzzzzzzzzzzzzzzzzzzzz z U CONSENT OF STARBUCKS CORPORATION. X, ,: zzz z z z z ;; zzzzz • zzzzzzz z z z z z z u z z z z i z z z z z z z X z z z z z z z z C) THESE DRAWINGS AND SPECIFICATIONS ARE -- - Lr, z-�a z z z z z z z z z z z , zzzzzzz z z z_z z z z z z z z z z z z z z z z z z z z z z z z Q INTENDED TO EXPRESS DESIGN INTENT FOR A •, zzzzzzzz a z z i z z i >: - z z z zzzz z z zzz -- z z z z z z z z i z z z z z z z z z z z z z z 14 % zzzzzzzz ,, z z , zzzz z ;' zzz PROTOTYPICAL STARBUCKS STORE (WHICH IS z z z ' zzzzz 32L.F.t SUBJECT TO CHANGE AT ANYTIME)AND DO • • z z i z z i i z i i z z - i z z z i i i i z i i i i z i i i i i z z z y - < i X i NOT REFLECT ACTUAL SITE CONDITIONS. +`• 19LF.t” AV• NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS 21 4 HOME STREET BANK I , z , , , , , , - µ - 21 FULLY EXECUTED BY BOTH PARTIES. , , , , , , , , , •„ 1STORYBRICKBUILDING , , , , , , , ., , , - i�T7 TTT 2 'T AREA 2,177 SQ.FT.(±FOOTPRINT) STARBUCKS TEMPLATE VERSION 12017.07.28 HEIGHT=17.1 (A� zzzzii izzi iiiz + zzzzzzizz z ' AN SAN - SAN SAN SAN SAN zSA�I ' = 'SAN �� z i i z i z z z z z z z z z z z z z z z z z i z z z z z FF ELEV=166.56' zzzz 18 zzzzz z z z z z z z i z i z z zzzz i 12L F+ i6 zzzzz „ � ° °� zzzzzzzzzzzzzz ziz , •. zzzz -i :; zzzzzz 11 I •, z zzzz •" zzzz z XXX ziziizzizzi 1 . J zi zz zz zzzi ziz' zzzzzzz g z z z z z z z z tz z z z z i z z, zzzizz iz III3 i —III 3 . < e z N GPD�Engineering a`nd Architec ture a Professional Corporation 5 z A < � e � Ii z z 520 SOUTH MAIN ST., SUITE 2531 3 AKRON, OH 44311 . P. 330.572-2100 F: 330.572-2101 GPD PROJECT NO: 2016356.42 . zzzzz20° z iz z •, z •, z -- ;: zzzzz • - z zzzzzz . z , z . 4 z, �, zzz • •" I , ziziz Q1r0 PROP i - z •, z •. z e • iii - izzzzziz 4� FS ' 7\N\ .° zizizz � izz z iii zzzzzzzzz • 0�9 �NGIN _ -�- — 12 zzzz . 12z °z zzzziz J. , zz zzzzz � zzr _ , zizziz zz 92464P T //� - - �_ �_ zzzz , z ' zzzzzzzzzzzzz .F� z iiuizzziz Q' { � { zzzz zzzi 18 � � °. zzzzzzzzzzzzzz zzizzzziz 1 / , z z z a i z z z z z i i z z a z z z � zzzzzzzzzzzzzz zzzzzz z Py. P/L P L P/L -- _ _ _ zziizzzzziizzzzzizzzzz OT $-r/, , zzzzzzzzzzzzzz 21 '-n zziiiz OREGON "/, '/. •� ,� ,• ,• ,• ziwY.t zT, ,T'T�"�L:f�Z z z z G 2 ST ST ST 19 S �- ,g 108L.F.t , FFA X X X . 02/28/19 ?t 6/ Y. zzzzX •. z � zz rn EXPIRES:06/30/2020 3L.F.± Xzzzzizizzzz 's PLAN KEYNOTES ® NW 1. EXISTING CURB TO BE REMOVED. r' zzzzzzzz T < i i i i i X 2. EXISTING PAVEMENT TO BE REMOVED. =� 3. EXISTING CONCRETE TO BE REMOVED. �'• (h z - zz r zzzzz 4. EXISTING BUILDING OVERHANG AND ASSOCIATED COLUMNS AND N FOUNDATIONS TO BE REMOVED.REFER TO ARCHITECTURAL PLANS. '^ _ _ X ` 5. EXISTING LANDSCAPING(INCLUDING BUSHES,TREES,ETC.)TO BE v J - � - - - - - - _ _ _ _ _ — - - zz II iizzzzz • REMOVED. \ ! zi " zzzzzzzzzz 6. EXISTING BRICK TRASH ENCLOSURE,FOUNDATIONS AND ASSOCIATED W BOLLARDS TO BE REMOVED. { z z z z z zzzz z z z ° ) \ < ° I' // 7. EXISTING SIGNAGE TO BE REMOVED. (� ° ) \ ( 3 18 ) / // zzziziiiiii (V ( 1g I i i i i i i X i X z 8. PROPOSED 1"ASPHALT MILL. � �.L N '' .1/ 9. EXSITING ELECTRIC METER AND PRIMARY SERVICE TO BE REMOVED FOR 4 SERVICE UPGRADE.GC TO COORDINATE WITH ELECTRIC COMPANY. O V 0.) ' 10. CONTRACTOR TO REMOVE EXISTING PAVEMENT MARKINGS WITH SMALL w n HANDHELD GRINDERS OR SCARIFIERS OR OTHER METHODS WITH THE w a APPROVAL OF THE CONSTRUCTION MANAGER.TAKE CARE DURING Q ��// p > O \� �V/ MARKING REMOVAL NOT TO SCAR,DISCOLOR OR OTHERWISE DAMAGE Z LL Q (n f ' CT - ST METHODS®J I I THE PAVEMENT SURFACE.DO NOT OVERPAINT OR USE OTHERU F_ O OF COVERING MARKINGS INSTEAD OF REMOVAL. w r n w O Q LEGEND /// 11. CONTRACTOR TO REMOVE ANY EXISTING UNDERGROUND CONDUITS p p N (D (SEE SHEET C-001 FOR GENERAL LEGEND AND EQUIPMENT FOUNDATIONS FROM BANK DRIVE-THRU SYSTEM. d Of 12. EXISTING BOLLARD TO BE REMOVED. 13. EXISTING WHEELSTOP TO BE REMOVED. STORE #: 418 z z i z i z z z EXISTING ASPHALT TO BE REMOVED FULL-DEPTH i" X14. EXISTING STORM LINE TO BE REMOVED TO EXTENTS INDICATED. / CONTRACTOR TO SEAL HOLE IN EXISTING CATCH BASIN AFTER REMOVAL PROJECT #: 04753-029 D EXISTING CONCRETE TO BE REMOVED TO ENSURE NO LEAKAGE OCCURS. ISSUE DATE 2/25/19 15. EXISTING GAS LINE TO BE REPLACED BASED ON NW NATURAL GAS DESIGN MANAGER: JOHN PARK DESIGN.G.C.TO CONTACT GAS COMPANY AS SOON AS POSSIBLE TO LEED I 1"ASPHALT MILL % COORDINATE. PRODUCTION DESIGNER: GPD GROUP CHECKED BY: O EXISTING LANDSCAPING TO BE REMOVED ' 16. EXISTING LANDSCAPING TO REMAIN AND BE PROTECTED THROUGHOUT Revision Schedule ,e CONSTRUCTION.ANY DAMAGED PLANTINGS SHOULD BE REPLACED LIKE DENOTES LIMITS OF SAWCUT ##L.F.± w 10 10 10 FOR LIKE AT THE CONTRACTOR'S EXPENSE. Rev Date B Description �—I ] - _ _ _ _ _ _ _ _ _ 17. EXISTING WALK TO REMAIN AND BE PROTECTED THROUGHOUT ##I L.�F.±' I APPROXIMATE SAWCUT LENGTH,SAWCUT AS NECESSARY DEMOLITION NOTE: co I ,I CONSTRUCTION.REMOVE AND REPLACE ANY DAMAGED WALK AREAS. FOR INSTALLATION OF DUMPSTER PAD AND ENCLOSURE. ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS Q — Lj_ 18. EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT UTILITIES,PAVEMENT,CURB,LANDSCAPING,ETC.SHALL w ® DEMOLITION KEYNOTE REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION w I I CONSTRUCTION. �yi 19. EXISTING CURB TO REMAIN AND BE PROTECTED THROUGHOUT UNLESS NOTED OTHERWISE,OR ARE REQUIRED TO BE \ / I Y � MODIFIED OR REMOVED FOR THE INSTALLATION OF w I I CONSTRUCTION. SHEET TITLE: PROPOSED IMPROVEMENTS.ALL DISTURBED FEATURES :J ° I k' 20. EXISTING EXTERIOR COLUMN TO REMAIN AND BE PROTECTED SHALL BE RESTORED OR RELOCATED AS REQUIRED TO THE _ I THROUGHOUT CONSTRUCTION.THE STRUCTURAL INTERGRITY MUST BE SATISFACTION OF THE OWNER.CONTRACTOR SHALL MAINTAINED THROUGHOUT CONSTRUCTION,ESPECIALLY DURING DEMOLITION PLAN REPAIR/REPLACE ANY SURROUNDING FEATURES DAMAGED Q I CONCRETE SIDEWALK DEMO AND INSTALLATION. AS A RESULT OF CONSTRUCTION ACTIVITIES AT NOSCALE:AS SHOWN ADDITIONAL COST AND TO THE SATISFACTION OF THE 21. EXISTING PAVEMENT TO REMAIN AND BE PROTECTED THROUGHOUT OWNER. CONSTRUCTION. SHEET NUMBER: C-101 EXISTING SIDEWALK ° ) EXISTIN ` ' = GSIDEWA ` = ` ` ©2017 STARBUCKS COFFEE COMPANY 0 10 STARBUCKS COFFEE -1/d v l/d 1/d l/d l/d 1/d 1/d 1 d l/d l/d -1/d ` ` 5 20 y \ V y vd ` lld - _ vd _ Ud P=10' COMPANY ALTERNATE BID - - 'j 71/d Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH BASE BID: 1,850 SF FULL-DEPTH ASPHALT DT \ I SEATTLE, WASHINGTON 98134 LANE,SEE SHEET C-501 V - v y ° Underground Utilities (206) 318-1575 � QQ ( j ) � ALTERNATE BID-1,850 SF CONCRETE �� I < G J T -� PAVEMENT DT LANE IN LIEU OF ASPHALT 2 Working Days � `�J THESE DRAWINGS AND SPECIFICATIONS ARE a ° \ iPAVEMENT,SEE KEYNOTE 26 5.4' Before You Dig CONFIDENTIAL AND SHALL REMAIN THE SOLE \ } PROPERTY OF STARBUCKS CORPORATION, 14 ❑( 14 WHICH IS THE OWNER OF THE COPYRIGHT IN 25 Y 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 V • n . . . . . .. .. .. . . . . . . . . . .. . .. . . ... . . .. .. . . .. .. .. . ... ... . . . . . . . . . . CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE 26 ' INTENDED TO EXPRESS INTNT .. . GN PROTOTYPICAL STARBUDCKSISTORE(WHICOH IS " 12 ". SUBJECT TO CHANGE AT ANYTIME)AND DO J �r LU NOT REFLECT ACTUAL SITE CONDITIONS. 3O ' m NEITHER PARTY SHALL HAVE ANY OBLIGATION • TYP. ER(EXCEPT W NOR UNTIL A WRITTEN AGREEMENT IS ©^T • . :. ... ® - 0 0 O -..- . FULLY EXECUTED BY BOTH PARTIES. 32 LU 4X4 c . . . .. .. .. . . 14 + 3 3X4' D ° " " " " " 14 OFP 27 18 Z STARBUCKS TEMPLATE VERSION i2017.07.28 . ' . :- • �. " .. . .. . °_ . .. .. .. .. .. .. + .. . .. . . . . - . . J . . .. .. .. .. . . . . . . . . . . . . P,. � 25 �.. + + S • 1 31 D ° + H �. 2 /. + + + + O + 4 + + < `"J. ... .. .. .. . . . .. . . . .. .. . . .. .. . .. . m P 3 . . + + + + + + + _ 9 . 48.4' 13.2 18 5 4.0' 18.5' 3 1 I GPD Engineering and Architecture ...._ + Professional Corporation . . + 22 PROPOSED RENOVATED o .'.'.'.'. .. .. . . . . . . .'. + + + + + + + + 5.0 + 520 SOUTH MAIN ST., SUITE 2531 .. . .. . . : . STARBUCKS BUILDING p + + + + + + + AKRON, OH 44311 _ 1 P. 17 20 TYPE 2 P: 330-572-2100 F: 330-572-2101 1 2 FF ELEV.=166.56' D s + + + } + + + GPD PROJECT NO: 2016355.42 .. . .. . .. .. . .. . . . .. .. ....... . . .. .. .. .. .. . . . + + + + + + $ + - ' + + + . . . .. .. .. . 32 3 .. .. .. .. .... o . . .... .. . .. .. .. ... . + + + + O PROF E 6.3'X5, + tea Fs 7 D I + 5 GIN Si O rGt� E + + + ,n 15 'Q Oy I 26 eD Q + + + v I + 6 + . . . 0 El C �-�--� All! 5' a 1.0' 4-[81 ,I } 20 23 0 + + + t. l cjT OREGON . R 12.0 Z . + + + + o,. 1. `�Y11.zo+� 02/28/19 o D 7 ^O ss - D s + + + .. .. . . . . . . . . . . . . . .. .. . 24 21 3 19 /0v • w� ® g �+ + + EXPIRES:06/30/2020 -a v 21 N //� / _ _ = 10 � 2 END . + +. 10 W J + 1 o °' + + + 6 PH " P/LP/L-�� PIL15- A - _ _ 18 - _ _ - - + + .... ... .. ... .. .. .. .. .. . . . . . . .. .. .' .'.'' '. M 1 24 U) PARCEL IOF W PARTITION PLAT NO. 2004-015 N _ >Z U � (RECORDING N0. 2004034016) 1 > LL 04 0 rn Waw w0 0 � 0 LEGEND - - _�� PLAN KEYNOTES (CONTINUED) z Q p (SEE SHEET C-001 FOR GENERAL LEGEND) �/ 1 I- I- 13. PROPOSED DRIVE-THRU CANOPY AND DIGITAL ORDER SCREEN.SEE 0 Q 0 O PROPOSED FULL DEPTH I/ 9 V y y� - - ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. w 0 w O Q ASPHALT PAVEMENT PER `1 ° I' / 1 14. PROPOSED 6"BOLLARD,SEE ARCHITECTURAL PLANS. 0 _ 0 C7 SHEET C -501. / ) / / 15. PROPOSED PAINTED TRANSVERSE STRIPING,SEE SHEET G501. �\ 16. PROPOSED CROSSWALK STRIPING,SEE SHEET C501. d 17. PROPOSED PAINTED 4"WIDE SOLID STRIPE-WHITE ON ASPHALT,YELLOW ON -. K • r PROPOSED CONCRETE // \�\ _ /// �� CONCRETE. STORE #: 418 18. PROPOSED WAYFINDING PAVEMENT MARKINGS.SEE ARCHITECTURAL PLANS. PROJECT #: 04753-029 PROPOSED ASPHALT OVERLAY.ADJUST THICKNESS 19. PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER ADA SPECIFICATIONS 2/25/19 / ISSUE DATE: TO MATCH PROPOSED GRADE USING MULTIPLE / AND SHEET C-503. + + / DESIGN MANAGER: JOHN PARK LEVELING COURSES.MAX.OVERLAY THICKNESS IS 1.5". / 20. PROPOSED ADA ACCESSIBLE PARALLEL RAMP PER ADA SPECIFICATIONS AND LEED®AP: SEE SHEET G121. (' Y y /// SHEET 6501. PRODUCTION DESIGNER: GPD GROUP / PLAN KEYNOTES ® 21. PROPOSED BIKE RACK,SEE ARCHITECTURAL PLANS. CHECKED BY: ALTERNATE BID AREA,SEE ABOVE LANDSCAPING DATA > <) 22. PROPOSED CATCH BASIN,SEE SHEET C-141.�\ 1. PROPOSED P.C.C.CURB,SEE SHEET G501 23. PROPOSED ADA STRIPING,SEE SHEET C-503. Revision Schedule SF AC W - -= - - - - - --- - - - - - - - - - __- - - - - - - - - - - - - - - - r-=- - - -- - - - -- - - - -- - - - - - - - - - - 7- 7 -/ 7- - - - - - - - ---__ - - - - - - - - - - - -- FE L \ I I / 7 y ©201]STARBUCKS COFFEE GOMPA® 0 10 - - - - _ ' - - - STARBUCKS COFFEE \ \1/d 1/d 1/d 1/d l/d _ - 1/d 11d - - - 'Ud- _ 1/d 1/d Ask 1/d -� d. d __- - _ \ \ 5 20 \ \ _ _ - - - - _ �/ _ 1"=10' COMPANY Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 \ \ \\ \ �� - � � II \ \ a\ � _ - - - - - - - - -- _ _ - - - _ I Il \ THESE DRAWINGS AND SPECIFICATIONS ARE \ T=167.13 \ \ CONFIDENTIAL OF STARBUCKS CORPORATION,E _T=166.04- - - - - - - - - _ - - - T=166.46 �s� B=166.63 - T=167.20 WHICH IS THE OWNER OF THE COPYRIGHT IN \ B=165.54- 166 B=165.96 /B=166.70 / THIS WORK. THEY SHALL NOT BE -RIM= �T=166.18 -1.82% - RI _ �T=165.66 RIM= 1.97% / II / T=166.81 / / /// REPRODUCED(IN WHOLE OR IN PART), SHARED 164.95 165.14 \ / _ O �# WITH THIRD PARTIES OR USED IN ANY MANNER �y \ RIM= I / 165. 2 165.48 / ON OTHER PROJECTS OR EXTENSIONS TO THIS / B=166.31 PROJECT WITHOUT THE PRIOR WRITTEN I B=165.68 \ , =165.16 // / i // B=16905 169\17± THESE DRAWINGS AND SPECIFICATIONS ARE T=166.83 CONSENT OF STARBUCKS CORPORATION. �647T± - \V T=166.26 T=166.42 I ryy T=165.92 B=166.33 T=167.30 ��1 / g\ 1 _ I -- INTENDED TO EXPRESS DESIGN INTENT FOR A -- - -- _ \ B=165.76 B=165.92 I ° - -8_165.42 // B=166.80 T-167 53 PROTOTYPICAL STARBUCKS STORE(WHICH IS / / \ ' .191% 1 91/° 2.17% // SUBJECT TO CHANGE AT ANYTIME AND DO " ) / Q i T=166.46 / O B=167.03 NOT REFLECT ACTUAL SITE CONDITIONS. \ / T=166.09 T=167.02 / NEITHER PARTY SHALL HAVE ANY OBLIGATION 164.61± B=165.96 ten° 164.58± _ _ - 164.84± -- --- - - -- -- - \ e - -8=165.59 8=166.52 167.45 / / T=16862 NOR LIABILITY TO THE OTHER(EXCEPT STATED O-- T=166.00 - - _ B--168.12 ABOVE) UNTIL A WRITTEN AGREEMENT IS nI 0 0 0 O O O O T=167.47 - 16484± \ � � / T=166.02 � B=165.50 � - / - --- - -- -1 FULLY EXECUTED BY BOTH PARTIES. B=165.52 i 166.55 166.56 16_6,06 166.10166.02 / B=166.97T=165.76 � - T=166.38 166.5 167.52 / STARBUCKS TEMPLATE VERSION i2164.44± Vi B=165.88 I ±- 164.41± 164.66± B=165.26 T=165.92 166.09 / 1-1� 164.42± 164.60± B=165.42 165.64 / T=167.18 164.67± 865.22 B=166.68 166.7 166.97 / T=168.84 T=169.05 \ RIM= \ // 6=168.34 B=168.55 `� - Z ± --- 164.57± I I -1.76% , 165.47 - 76gb i •31j, � i / / -- I GPD Engineering and Architecture =166.02 7 / / Professional Corporation I a ' � ( - B=165.52 q j T=167.87 16 .94 / 520 SOUTH MAIN ST., SUITE 2531 F.F.E. = 166.56± r91-- � --B=167.37 AKRON, OH 44311 T=166.41 / / P: 330-572-2100 F: 330-572-2101 B=165.91 ° 166.41 I T=166.27 / I 168.41± GPD PROJECT NO: 2016355.42 -1.06/° --� 167.50 166.56 166.35 B=165.77 3.00% 166.83 167.45ag0 PROpo i T=166.21 T=166.45 Oj �� F �g��NGINJt� 8' 0 T=168.48 0 8=165.71 I B=165.95 166. 15.84 166.11 / T=168.13 B=167.98 � 92464 O I o 165.86166.14 6=167.63 / 0 66. IT=166.38 = /�� 165.98 1 % 166.9 - T=167.50 0 -T=168.06 / •2g T=168.96 OREGON T-166.50 fl•48% `r 6-167.00 B-167.56 �I 4B=165.88 I B-166.00 � 165.9 / T 167.48 B=168.48 T=16936Y11,14�1 ��2 g T=166.31 I - 1 166.21 B=166.96 RIDGE T=166.51 T=168.07 _ _ B=168.86 Q- 8=165.81 --- 4 \4 - a\ Q- II B=166.01 166.23 4�0 \ 8=167.57 i 169.05± • n __ �� D / - '?o _ T=168.85 EXP{RES:06/30/2020 11.34% 167. ± 8=168.35 T=165.68 166 - 166. 166.43 1 B 166.31 / _ B=168.29 W B=165.18 - / I� v v 188.49 / T-167.96 T=169.43 LL i v - - T=186.57 166.59 // B=167.48 - - / B=168.93 P/L P/L P/L �, P/L - -- - - - - - - - - - - P</-B=166.07//-/ / T=168.76 / - - ----- - 165 / ,8=168.26 '� // N T=165.49 --T=166.03 T=166.37 T=166.58 / / / B=164.99 164.83± B=185.53 165.491 B=165.87 / 165.97± 8=166.08 166. / \` / `�`^^ � vJ 168•06± T=169.26 167.52± 167.59± / / B=168.76 W T=168.84 i Z B=168.34 - N T=169.25 LL 6=168.75Q CF) T=168.91 U 10 W .. / B=168.41 T=169W Q Q O I B=16860 / \ - - - - - - - - - - /167.24± / Q p U) 168.57± W Q W O OQ 168.02± ,' 0 - 0 a 11 0- I- /�/ LEGEND \\ I' \ / \\\ �i/ / / / STORE #: 418 (SEE SHEET C-001 FOR GENERAL LEGEND) \ I I / / PROJECT #: 04753-029 ISSUE DATE: 2/25/19 000 PROPOSED CONTOUR ADA NOTE: \��/ // / I I //// 167.80± LLESIGN E D®AP:MANAGER: JOHN PARK 000.00± EXISTING SPOT ELEVATION-MATCH GRADE THE LANDLORD IS RESPONSIBLE FOR PROVIDING AN / // CHECKEDION BY:DESIGNER: GPD GROUP ACCESSIBLE ROUTE THAT EXTENDS TO THE PUBLIC WAY. / \\ 000.00 PROPOSED ELEVATION @ FINISHED ADDITIONALLY,THE LANDLORD IS RESPONSIBLE FOR / / / GROUND/PAVEMENT ELEVATION PROVIDING AN ACCESSIBLE ROUTE FOR THE REMAINDER OF / Revision Schedule THE SHOPPING CENTER. T=000.00 TOP OF CURB ELEVATION Rev Date I By Description B=000.00 BOTTOM OF CURB/FINISHED PAVEMENT ELEVATION RIM PROPOSED RIM ELEVATION 000.00 Un1 �rc:round i i+ilitic- 0.00% PROPOSED DRAINAGE SLOPE&DIRECTION 2 Working Days o� Before You Dig SHEET TITLE: ADA ACCESSIBLE ROUTE GRADING PLAN PROPOSED ASPHALT OVERLAY.ADJUST THICKNESS TO MATCH PROPOSED GRADE USING MULTIPLE LEVELING COURSES.MAX.OVERLAY THICKNESS IS 1.5". ' SCALE:AS SHOWN SEE SHEET C-121. SHEET NUMBER: C-121 _ Z I p Y v I Z:z _ _ ©2017 STARBUCKS COFFEE COMPANY 0 10 STARBUCKS COFFEE \ l/d l/d 1/d l/d l/d l/d l/d _ l/d �/d _ l/d Vd — _ (� — 5 20 \ vd =--�wd _ O;__ _=vim_ va �� d — 1"=10' 2401 UTAHCOMPANY NSOUTH J/d Horizontal Scale in Feet \ \ _ SEATTLE, WASHINGTON 98134 \ \ \ \ f--AD-1 I I \ (206) 318-1575 \ \\ a\ a _ — — — — — _ — — — — — III / \\ \ \ \ — CONFIDETHESE NTIAL AND SHALNGS AND LSPECIFICATIONS REMAIN THE SORE F7, 164 \ \ \ _ _ _ _ _ _ — — — _ — _ ` — _ _ _ _ _ _ PROPERTY OF STARBUCKS CORPORATION, \ \\ \ — — — — — — — — — — — — 0 ` — 1 ��dy —I WHICH IS THE OWNER OF THE COPYRIGHT IN / / I 166 / $b 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 J _ _ \ / / • ® • O CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN FOR A PROTOTYPICAL STARBUCKS TORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)D DO ' \ ONOT REFLECT ACTUAL SITE CONDITIONS. \ i • /}` / I NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED - _ ABOVE) UNTIL A WRITTEN AGREEMENT IS _ 0❑ O O O /0 O O / FULLY EXECUTED BY BOTH PARTIES. 17-G RBUCKS TEMPLATE VERSION i2017.07.28 less NEEN 1011001 1010101s_ s. 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 // GIN Fsioy \ I O 0 I // / / Q 92464P r II u O OREGON O / y11.��1 02/28/19 MEIN I I / c� sv O l • \a i � ❑° 0 / / n // EXPIRES:06/30/2020 LUU v / Ll. P/L P/L _P/L M 10110101 MEMO 191!E10 00001 N tt LU ^� o z N LL CV — � LEGEND O w Q (SEE SHEET C-001 FOR GENERAL LEGEND) lit ne PROPOSED SILT BARRIER < 0 O ® REFER TO SWPP DETAILS Z< C) PROPOSED SILT FENCE U Q U SF O Q REFER TO SWPP DETAILS O O N Ur PROPOSED 18"DIAMETER 3 MIL HDPE — / / COMPOST FILTER SOCK tl ~ tl ~ REFER TO SWPP DETAILS I / STORE #: 418 PROJECT #: 04753-029 PROPOSED CONCRETE WASHOUT FACILITY REFER TO SWPP DETAILS ISSUE DATE 2/25/19 DESIGN MANAGER: JOHN PARK LEEDOAP: PRODUCTION DESIGNER: GPD GROUP CHECKED BY: / Revision Schedule Rev Date B Description Underyro-rid Ul,iili. 2 Working Days SHEET TITLE Before You Dig SWPP PLAN s SCALE: AS SHOWN SHEET NUMBER: C-131 NOTES: 1) SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE BEGINS. 2) ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS IN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS WHICH MAY CARRY SMALL CONCENTRATED FLOWS TO THE SILT FENCE ARE ;_W DISSIPATED ALONG ITS LENGTH. 3) TO PREVENT WATER PONDED BY THE SILT FENCE FROM FLOWING AROUND THE ENDS,EACH END SHALL BE CONSTRUCTED UPSLOPE SO THAT THE ENDS ARE AT A HIGHER ELEVATION. I P0 4) WHERE POSSIBLE,SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE. 5) WHERE POSSIBLE,VEGETATION SHALL BE PRESERVED FOR 5 FT.(OR AS MUCH AS POSSIBLE) ©2017 STARBUCKS COFFEE COMPANY UPSLOPE FROM THE SILT FENCE. IF VEGETATION IS REMOVED, IT SHALL BE REESTABLISHED WITHIN 7 DAYS FROM THE INSTALLATION OF THE SILT FENCE. STARIBUCKS COFFEE 6) THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 IN.ABOVE THE ORIGINAL GROUND �7 //11 RR COIIrMff��P��77AlN.,Y COFFEE G c SURFACE. 2401 UTAH AVENUE SOUTH 7) THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE SEATTLE, WASHINGTON 98134 BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE (206) 318-1575 SPLICED TOGETHER ONLY AT A SUPPORT POST,WITH A MINIMUM 6 INCH OVERLAP,AND SECURELY SEALED. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE POSTS SHALL BE A MINIMUM OF 5 FEET LONG,2 INCHES IN DIAMETER AND SPACED A MAXIMUM OF PROPERTY OF STARBUCKS CORPORATION, 8 ) WHICH IS THE OWNER OF THE COPYRIGHT IN 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND. WHEN EXTRA THIS WORK. THEY SHALL NOT BE STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED REPRODUCED (IN WHOLE OR IN PART), SHARED 6 FEET. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 9) THE SILT FENCE SHALL BE PLACED IN A TRENCH CUT A MINIMUM OF 6 INCHES DEEP. THE TRENCH PROJECT WITHOUT THE PRIOR WRITTEN SHALL BE CUT WITH A TRENCHER,CABLE LAYING MACHINE,OR OTHER SUITABLE DEVICE WHICH WILL CONSENT OF STARBUCKS CORPORATION. ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A 10) THE SILT FENCE SHALL BE PLACED WITH THE STAKES ON THE DOWNSLOPE SIDE OF THE PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO GEOTEXTILE AND SO THAT 8 IN.OF CLOTH ARE BELOW THE GROUND SURFACE, EXCESS MATERIAL NOT REFLECT ACTUAL SITE CONDITIONS. SHALL LAY ON THE BOTTOM OF THE 61N.DEEP TRENCH. THE TRENCH SHALL BE BACKFILLED AND NEITHER PARTY SHALL HAVE ANY OBLIGATION COMPACTED. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS 11) WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED,THE WIRE MESH FULLY EXECUTED BY BOTH PARTIES. COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE,THE FILTER FABRIC IS STAPLED OR WIRED HEAVY DUTY DIRECTLY TO THE POSTS. RBUCKS TEMPLATE VERSION 12017.07.28 MULTI-FILAMENT MULTIFILAMENT MATERIAL TYPE 3 mil HDPE 5 mil HDPE 5 mil HDPE POLYPROPYLENE POLYPROPYLENE 12) THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,AND 8 (MFPP) (MFPP) INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MATERIAL PHOTO- PHOTO- BIO- PHOTO- PHOTO- MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE �` CHARACTERISTICS DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE STAPLED TO EXISTING TREES. SOCK 12" 18" 18" 18" 18" 13) SEAMS BETWEEN SECTION OF SILT FENCE SHALL BE OVERLAPPED WITH THE END STAKES OF GPD Engineering and Architecture DIAMETERS 18" 24" 24" 24" 24" EACH SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND. Professional Corporation 32" 32" 1 32" 32" 520 SOUTH MAIN ST., SUITE 2531 MESH OPENING 318" 318" 3/8" 3/8" 1/8" 14) SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. AKRON, OH 44311 TENSILE STRENGTH 26 PSI 26 PSI 44 PSI 202 PSI IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS UNDER OR AROUND THE ENDS,OR IN ANY OTHER P: 330-572-2100 F: 330-572-2101 ULTRAVIOLET WAY BECOMES A CONCENTRATED FLOW,ONE OF THE FOLLOWING SHALL BE PERFORMED,AS GPD PROJECT NO: 2016355.42 STABILITY% %AT 1000 23%AT 100%AT 100%AT APPROPRIATE: A)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, B)ACCUMULATED ORIGINAL STRENGTH HR. 1000 HR. 1000 HR. 1000 HR. SEDIMENT SHALL BE REMOVED,OR C)OTHER PRACTICES SHALL BE INSTALLED. ED PROF 1"REBAR THROUGH (ASTM G-155) t�4 FS LOOPS FOR BAG MAINTENANCE: vy NGIN�F �'b REMOVAL FROM INLET FUNICT ONAL 6 9 6 1 2 SILT FENCE SHOULD BE INSPECTED REGULARLY AND FREQUENTLY AS WELL AS AFTER EACH 20 v LONGEVITY MONTHS MONTHS MONTHS YEAR YEARS RAINFALL EVENT TO INSURE THAT THEY ARE INTACT AND THERE ARE NO GAPS AT THE 92464P GRATEA DUMP STRAPS 2 TWO-PLY SYSTEMS FENCE-GROUND INTERFACE OR TEARS ALONG THE LENGTH OF THE FENCE. IF GAPS OR TEARS ARE FOUND,THEY SHOULD BE REPAIRED OR THE FABRIC REPLACED IMMEDIATELY. ACCUMULATED EACH HDPE BIAXIAL NET SEDIMENTS SHOULD BE REMOVED FROM THE FENCE BASE WHEN THE SEDIMENT REACHES OREGON INNER CONTAINMENT CONTINUOUSLY WOUND ONE-THIRD TO ONE-HALF THE HEIGHT OF THE FENCE. SEDIMENT REMOVAL SHOULD OCCUR MORE NETTING FUSION-WELDED JUNCTURES FREQUENTLY IF ACCUMULATED SEDIMENT IS CREATING NOTICEABLE STRAIN ON THE FABRIC AND 02/28/19 EXIST314"X 314"MAX.APERTURE SIZE N THERE IS THE POSSIBILITY OF THE FENCE FAILING FROM A SUDDEN STORM EVENT. WHEN' CATCH HE SILT FENCE IS REMOVED,THE ACCUMULATED SEDIMENT SHOULD BE REMOVED. CATCH BAASINSIN °. COMPOSITE POLYPROPYLENE FABRIC OUTER FILTRATION (WOVEN LAYER&NON-WOVEN FLEECE MECHANICALLY EXPIRES:06/30/2020 EXPANSION MESH FUSED VIA NEEDLE PUNCH 3/16"MAX.APERTURE SIZE W RESTRAINT(1/4" SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS N NYLON ROPE,2" F 10"MAXIMUM L L FLAT WASHERS) COMPOST SHALL MEET THE FOLLOWING STANDARDS: n f1 ORGANIC MATTER CONTENT 80%-100%(DRY WEIGHT BASIS) LEVEL CONTOUR Q ORGANIC PORTION FIBROUS AND ELONGATED NO SLOPE Co MOISTURE CONTENT 35%-55% U�r ELEVATION V IT-r PARTICLE SIZE 98%PASS THROUGH 1"SCREEN SOLUBLE SALT CONCENTRATION 5.0 dS MAXIMUM FLAT SLOPE IN 10'MIN. 18" W ° FRONT OF BARRIER z ALL CONCRETE PLACED 2"X 2"WOODEN STAKES PLACED 10'O.C. �— = 16"M4MUM U ° ° ■ a ■ Diu ■ TRUCKS BLACK LETTERS FILTER MEDIA COMPOST FILTER SOCK FLOW CV ANCHOR BALES SHALL ON WHITE DISTURBED AREA ED AREA 34"MINIMUM LL CV n WASHOUTHERE BACKGROUND WITH(2)2"x2"x4' Z 12-MIN. LU 5'MINIMUMO U � SILTSACK ReguSrlFlo. ■ . STAKES PER BALE � = 6"MIN. cn Q � SILTSAce SR cmCKTIaM Proper Toot Method Test Result <n 10 MIL - `� : GALVANIZED"U" SECTION VIEW Control of Sediment Entering Catch Basins ° • O G- ^ Grab Tensile ASTM D-4632 300 Ina, ul POLYETHYLENE O CHANNEL POST TRENCH TO BE UJ (Stormwater management) O t NTS LU LL Grab Elongation ASTM n-4632 20t a SHEETING o : EXISTING BACKFILLED AND O Puncture ASTM D-4833 120 lbs. ) a • O � 0 0 leo Description Mullen Hurst ASTM D-3766 Soo P. .7. CONTOURS DISTURBED - ° ■ BALES TO BUTT = FINISH GRADE SECTION COMPACTED Q N p Trapezoid Tear ASTM D-4533 120 its. O i I \ �� ,, i. / Z LL Q (n 0 1.1 This work shall consist of furnishing, W Resistance ASTM D-4355 80t m t \ _ .p- .p� � F installing, Apparent Opening ASTM D-4751 40 US Sieve ° ■ - 3'-0"MIN maintaining, and removing SILTSACK Sediment Control Device Pio. Rate ASTM D-4491 40 Gal/Min/Ft' SIGN SHALL BE PLACED IN \ — — A C) O O as directed by the engineer or as shown on the contract F. DID ° • ■ ■ • SAIL drawings. The SILTSACK Sediment Control Device is Permittivity ASTM D-4491 0.55 sec-' A PROMINENT LOCATION — — LU r n w Q manufactured by: AGGREGATE EMBEDM4A! COMPOSTOR AT WASHOUT AREA O _ O N CJ ACF Enviroxwenial, xnc. PLANFILTER SOCK 2"X 2"WOODEN STAKES PLACED 10'O.C.1801 A-Willis Road SILTSACK Hi-Flo. UNDISTURBED Richmond, Virginia 23237 18"+ WASHOUT SIGN AREA Phone: 400-649-9223 Property Teat M.thoa r�,t Result BINDING WIRE Eon 804-793-7779 Grab Tensile ASTM D-4632 265 lbs. 6"MIN IMBEDMENT PLAN VIEW Grab Elongation ASTM D-4632 tot 30"t (TYPICAL) WRAP GEOTEXTILE STORE #: 418 2.0 Materiels euncture ASTM D-4833 '35 IDs. STRAW BALE(TYPICAL) NTS AROUND STAKES Mullan Hurst ASTM D-3786 420 P.S.I. 12"MAX14� EXISTING GRADE PROJECT #: 04753-029 2.1.1 The SILTSACK shall be manufactured from a woven Trapezoid Tear ASTM D-4533 45 lbs. 10 MIL ADAPTED FROM FILTREXX BEFORE DRIVING polypropylene and sawn by a double needle machine, LN Resistance ASTM D-4355 90% 7 POLYETHYLENE ISSUE DATE: 2/25/19 using a high strength nylon thread. Apparent Opening ASTM D-4751 20 vs Sieve — -J� SHEETING ° COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK JOINING SECTIONS DESIGN MANAGER: JOHN PARK Plow Rate ASTMD-4491 200 Gat/Min/Pt' — — — — — OF SILT FENCE2.1.2 The SILTSACK seams spall nava a certified average Permittivity ASTM D-4491 1.s sac-' 12"MWOOD STAKE(TYPICAL) SHALL BE EXTENDED AT LEAST 6 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. LEED®AP: wide width strength per ASTM D-4884 standards as SEASONAL HIGH PRODUCTION DESIGNER: GPD GROUP follows: -Al prapez"ex are mtaiavm average rail aaluee 6 MIN DEPTH GROUNDWATER TABLE— TRAFFIC SHALL NOT BE PERMITTED TO CRASS FILTER SOCKS. SILT■ACK Style Test Method Test Method ALL AROUND TYPICAL SECTION 3.1.1 To install the SILTSACK in a catch basin, remove the CRITERIA FOR GEOTEXTILE FABRIC SILT FENCEPER CURRENT STATE'S DOT SPECIFICATIONS Regular clow ASTM D-4589 165.0 lbs./in grate and place the sack in the opening. Mold out NOTES: ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES/ , .THE ABOVE GROUND HEIGHT Revision Schedule Hi-Flow ASTM D-4684 114.6 lbs./in approximately six inches of the sack outside the 1. CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. FABRIC PROPERTIES VALUES TEST METHOD frame. This is the area of the lifting straps. 2.1.3 The he catch will be manufactured to fit the opening Rey Date B Description of the catch basin or drop inlet. The SILTSACK will Replace tna grate to awed the sack in place. WASTES. MINIMUM TENSILE STRENGTH 120 LB.MINIMUM ASTM D 4632 P have the following features: two dump straps attached 3.1.2 The SILTSACK is considered full and should be emptied 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH%INCH STORM RUNOFF EVENT.DAMAGED at the bottom to facilitate the emptying of the when the restraint cord is no longer visible. CONTAIN THE LIQUID WASTES GENERATED. SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED MINIMUM BURST STRENGTH 200 PSI MINIMUM integralSILTSACKthe SILTSACK stall have lifting loops he an 3.1.3 To remove the STLTSACK, take two pieces of 1^ MINIMUM PERMITTNITY 1X10-2Sec-1 ASTM D 4491 integral Part of the system to be used to lett the 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WITHIN 24 HOURS OF INSPECTION. SILTSACK from the basin; the SILTSACK shall have a diameter refer and place throughthe lifting loops on f restraint cord approximately halfway up the sack to each side of the sack to facilitate the lifting of WASHOUT IS 75%FULL. APPARENT OPENING SIZE AOS<0.84 mm ASTM D 4751 the SILTSACK. 4. WASHOUT AREA(S)SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE UV EXPOSURE STRENGTH RETENTIOL 70% ASTM G 4335 Keep the sides away from the catch basin walls, this To empty the SILTSACK, place it where the contents TRUCKS. SOCKS AFTER 1 YEAR.POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MAXIMUM ELONGATION AT 60 LBS. 50% ASTM D 4632 yellow cord is also a visual means of indicating when will be collected. Place the rebar through the eSHEET TITLE: the sack should be emptied. Once the strap is lifting straps (connected to the bottom of the sack) 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED MANUFACTURER'S RECOMMENDATIONS. MINIMUM PUNCTURE STRENGTH 50 LBS(220N) ASTM D 4833 covered with sediment, the SILTSACK should be and lift. This will turn. the SILTSACK inside outand AS CONSTRUCTION PROGRESSES. MINIMUM TEAR STRENGTH 40 LBS 180N ASTM D 4533 emptied, cleaned, and placed back into the basin. empty the contents. Clean out with a shovel and ( ) rinse. Return the SILTSACK to its original shape and 6. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK,STAKES SHALL BE REMOVED.THE SWPP DETAILS 2.1.4 The gentextile fabric shall be a woven polypropylene place back in the basin. PROPERLY. SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED.IN THE LATTER CASE,THE MESH fabric with the following properties: 3.1.5 The SILTSACK is reusable. once the construction cycle SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT. is complete, remove the SILTSACK from the basin and SCALE: AS SHOWN clean. The SILTSACK should be stored out of the CONCRETE WASHOUT AREA SILTSACK DETAIL sunlight until needed on another project. A,2 N.Ts. A3 COMPOST FILTER SOCK A5 SILT FENCE SHEET NUMBER: Al N.T.S. N.T.S. N.T.S. C-132 W VV Vv VV Vv VV VV VV - _ VY VV - vvVv � - - - w vv r 19/r - - ° -- GAS GAS - GAS GAS GAS GAS GAS GAS - - GAS - GAS - GAS - _ a e GAS GAS - - GAS GAS - GAS GAS GAS - - GAS - - GAS GAS I v Y ~ ° < 0 CSD E - E E E - E ° E -- - E E - - E E ©2017 STARBUCKS COFFEE COMPANY LLIN '- T T T - T T -.- T - T -� - F ---- F p F F F E F E E - E E -- E E E 0 10 - T T T - - F - - - F _ F - F -- F F F - F STARBUCKS COFFEE W \ G) W - l/d -1/d l/d l/d �Id l/d ml/d -i l/d l/d l/d -1/d l/d _l/d l/d V y y vd 1/d -- s 1"=10' 20 COMPANY C) ° z' 1> o < ��o+j' I I v y =�I ,/d v� SEATTLE, WASHINGTON 98134 Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH 206 318-1575 \ I I THESE DRAWINGS AND SPECIFICATIONS ARE a I I CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, 0j WHICH IS THE OWNER OF THE COPYRIGHT IN 1 THIS WORK. THEY SHALL NOT BE OO CB REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER CO �-A 1 ON OTHER PROJECTS OR EXTENSIONS TO THIS 101 00 -1 0 > PROJECT WITHOUT THE PRIOR WRITTEN _ a S m T ST 0 ST 102 CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE 1 G1 03 10 CP 10 t0 INTENDED TO EXPRESS DESIGN INTENT FOR A \ o, 100 PROTOTYPICAL STARBUCKS STORE (WHICH IS " U) 1oa SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. 01 \ CO 110 r� O NEITHER PARTY SHALL HAVE ANY OBLIGATION - W _ y e 103 NOR LIABILITY TO THE OTHER (EXCEPT STATED w-- _ 0 ABOVE) UNTIL A WRITTEN AGREEMENT IS W 0 ❑° O O O O O FULLY EXECUTED BY BOTH PARTIES. J YY(( o _ los STARBUCKS TEMPLATE VERSION 12017.07.28 L.��:' CB y 11 10 2 100 GPD Engineering and Architecture CB Professional Corporation S A 520 SOUTH MAIN ST., SUITE 2531 y 0AKRON, OH 44311 (n P: 330-572-2100 F: 330-572-2101 3AN SAN SAN SAN SAN - - SAN! S IN - §AN GPD PROJECT NO: 2016356.42 SO PRO,,IIIIo .a yO�gA��G N�FR sf0 y ®O ¢ 92464P v O �I � o ` ��f OREGON ® 0 +){ "krta.lo+° 02/28/19 O r0l T • e_.® �e o O EXPO*&06/30/2020 1071 i 1 W o -_- v� wv �� L.L _�" { P/L P/L P/L P/L ^^^ - -- ST ST - ST ST T ST - ST ST - ST - LEGEND �� M 101 (SEE SHEET C-001 FOR GENERAL LEGEND) �V�/� ST -- EXISTING STORM SEWER v! SAN EXISTING SANITARY SEWER w W_ EXISTING WATER SERVICE _ GAS - PROPOSED GAS SERVICE Z UTILITY STRUCTURES > U N STRCT.ID STRUCTURE DETAILS - E - EXISTING UNDERGROUND > LL N 01 -PROPOSED CATCH BASIN ELECTRIC SERVICE O U bi bi (SEE SHEET C-502) F-_- PROPOSED UNDERGROUND pj CB COMMUNICATIONS G7 Q A RIM=165.22 W LU GENERAL SHEET NOTES INV.B"(NW)=163.14 �� EXISTING ELECTRICAL VAULT Q p O 1. ALL UTILITIES AS SHOWN AS EXISTING SHALL REMAIN AND BE PROTECTED THROUGHOUTWATER INV.8"(SE)=163.14 "�� Z p CONSTRUCTION.CONTRACTOR SHALL VERIFY SIZE OF EXISTING UTILITIES AND COMPARE 300. EXISTING 1"DOMESTIC PROPOSED STORM CLEANOUT WATER SERVICE.CONTRACTOR TO VERIFY PRIOR TO START OF H < I_ � WITH STARBUCKS STANDARDS.EXISTING UTILTIES THAT ARE NOT ADEQUATE FORCONSTRUCTION. CO (SEE SHEET C-502) EXISTING ELECTRICAL U U O STARBUCKS USE SHALL BE REPLACED AS NEEDED. 301. EXISTING WATER METER TO REMAIN. 101 RIM=165.62 / TRANSFORMER w w O Q 2. THE DEVELOPMENT IS REDUCING THE AMOUNT OF IMPERVIOUS AREA BY 1,500 SF, INV.8"(NE)=163.29 O O THEREFORE THE STORM SYSTEM IS ASSUMED TO BE ADEQUATE FOR SERVICING THE SITE j 0- CL AFTER THE DEVELOPMENT TAKES PLACE. PROPOSED STORM CLEANOUT / EXISTING TELEPHONE VAULT �� CO ✓ (SEE SHEET C-502) - - PLAN KEYNOTES ELECTRIC AND COMMUNICATIONS 102 RIM=165.48 cis--- - - W� GA. STORE #: 418 400. PROPOSED ELECTRICAL METER TO BE INSTALLED FOR SERVICE UPGRADE.GC TO INV.8"(NE)=163.57 EXISTING TELEPHONE PROJECT #: 04753-029 STORM COORDINATE WITH ELECTRIC COMPANY AND DETERMINE FINAL METER LOCATION. I I PEDESTAL ISSUE DATE: 2/25/19 401. EXISTING ELECTRIC AND/OR TELECOMMUNICATIONS SERVICE CONNECTION TO / ds 01 100. EXISTING STORM INLET TO REMAIN AND BE ADJUSTED TO GRADE.SEE TABLE TO RIGHT AND PROPOSED STORM CLEANOUT I I / yST PROPOSED STORM SEWER DESIGN MANAGER: JOHN PARK SHEET C-121 FOR PROPOSED RIM ELEVATION. REMAIN. CO (SEE SHEET C-502) ( /�/ W PROPOSED WATER LINE LEED®AP: 101. PROPOSED WYE CONNECTION AT EXISTING STORM SEWER.CONTRACTOR TO VERIFY INVERT 402. EXISTING ELECTRIC TRANSFORMER TO REMAIN.COORDINATE RECONNECTION 103 INV.8"(NE)=162.62 I , E_ PRODUCTION DESIGNER: GPD GROUP PRIOR TO START OF CONSTRUCTION.REPORT BACK TO ENGINEER IF INVERTS IN FIELD VARY WITH ELECTRIC COMPANY. I / _ LL_ CHECKED BY: FROM WHAT IS SHOWN ON THE PLANS FOR FURTHER DESIGN OPTIONS.SEE SHEET C-502. 403. PROPOSED ELECTRICAL SERVICE TRENCH AS REQUIRED BY ELECTRIC COMPANY EXISTING STORM INLET(RAISE TO \\ // W A APPURTENANCES PROPOSED GRADE) _ ' O# DESIGN. INV=161.43 CB RIM(EXISTING)=164.44 l- /103. PROPOSED 23 L.F.OF 8"DIP STORM SEWER @ 0.50% Revision Schedule 1102. PROPOSED 18 L.F.OF 8"DIP STORM SEWER @ 0.50% 1. GAS RIM(PROPOSED)=165.12 I_ ® UTILITY CONSTRUCTION KEYNOTE _ 1 Rev Date B Description . ,�..8:-��} W r 104. PROPOSED 30 L.F.OF 8"DIP STORM SEWER @ 0.50%. UJ 500. EXISTING 1"GAS SERVICE TO BE UPGRADED AS REQUIRED PER NW NATURAL INV.8"PVC(N)=163.54(PROPOSED) 105. PROPOSED 50 L.F.OF 8"DIP STORM SEWER @ 0.50%. GAS DESIGN. INV.8"PVC(S)=163.54(PROPOSED) \ - _ - T -- T 106. CONTRACTOR TO CORE DRILL INTO EXISTING CATCH BASIN AND INSTALL PROPOSED STORM 501. EXISTING GAS METER TO BE UPGRADED PER NW NATURAL GAS DESIGN. - W �/d lid z �J�rrar:;�.nd Utilities SEWER.CONTRACTOR SHALL FULLY GROUT CONNECTION AND ENSURE THE CONNECTION CONTACT NW NATURAL GAS @ 503-220-2360 TO COORDINATE. EXISTING STORM INLET(RAISE TO I DOES NOT LEAK.INV=163.54 o PROPOSED GRADE) U �0 2 Working Days -107. PROPOSED 6 L.F.OF 8"DIP STORM SEWER @ 0.50% CB RIM(EXISTING)=165.10 H ' r Before You Di /108. PROPOSED 19 L.F.OF 8"DIP STORM SEWER @ 0.50%. 2 Q g RIM(PROPOSED)=165.47 SHEET TITLE: 109. CONTRACTOR TO CORE DRILL INTO EXISTING CATCH BASIN AND INSTALL PROPOSED STORM 1I a-(s)-468.49 SEWER.CONTRACTOR SHALL FULLY GROUT CONNECTION AND ENSURE THE CONNECTION INV.8"PVC(W)=163.67(PROPOSED) UTILITY PLAN DOES NOT LEAK.INV=162.67 110. CONTRACTOR TO INSTALL CLEANOUT AND CAP OFFEND OF STORM SEWER.INV=162.62 PROPOSED WATER QUALITY UNIT SCALE:AS SHOWN 111. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER TO PROPOSED 8"DIP. WQ (SEE SHEET C-502) B RIM=165.10 SANITARY B INV.8"PVC(NW)=163.02 SHEET NUMBER: 200. EXISTING SANITARY SEWER TO REMAIN. INV.8"PVC(E)=161.52 C-141 i PAINT CURB YELLOW PER PAVEMENT MARKINGS AND NOTES DETAIL,SHEET C-501. S q EXTERIOR WALL(STEP DOWN PERIMETER WALL WHERE OCCURS) HIGH GALVANIZED �P Sp\ 4"O.D.,5' / 112"PRE-MOLDED EXP. �q SMN 1M STEEL BOLLARD, JNT.W/JNT.SEALER:p„ CONCRETE FILLED (TYR)@ CURB QPJEO�� QE�Q� O��P\� CONTRO BOLLARD DINT S�� NOTE: 1 " ©2017 STARBUCKS COFFEE COMPANY PAINT CURB TAPERS YELLOW PER PAVEMENT MARKINGS AND NOTES DETAIL, SHEET C-501. A STARBUCKS COFFEE PARALLEL RAMP (TYPE 2) COMPANY 2401 UTAH AVENUE SOUTH 0 On SEATTLE, WASHINGTON 98134 PAINT CURB YELLOW PER PROPOSED P�0 l PS PROPOSED (206) 318-1575 PAVEMENT MARKINGS AND NO��P �t�P �hN p1P�p\ NEFiE BUILDING PROPOSED BUILDING NOTES DETAIL,SHEET C-501. Ec' O��SE THESE DRAWINGS AND SPECIFICATIONS ARE 8"THICK,WITH 112"DIA. REINFORCING BARS AT 12"EACH PROPOSED PLAN VIEW CONFIDENTIAL AND SHALL REMAIN THE SOLE A cTg7 yVF 1 ( WAY, PLACED AT MID-DEPTH IN SLAB(USE BLOCKOUT IN FRAME&GRATE PROPERTY OF STARBUCKS CORPORATION, O A IFOFs�NTgs CPN (q�N PAVED AREAS ONLY) 2/SLOPE 1 2' WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE CONTRACTOR TO PROVIDE JOINT F F 1/2"PRE-MOLDED EXP,JOINT REPRODUCED (IN WHOLE OR IN PART), SHARED �I >F--x, fE 3E° a ; " WITH JOINT SEALER CONT. WITH THIRD PARTIES OR USED IN ANY MANNER SEALER WHERE P.C.C.MEETS ASPHALT ° n ON OTHER PROJECTS OR EXTENSIONS TO THIS S=p, 0 O\ �P�� S �L B aF p"yj7 PAVEMENT PROPOSED a a PROJECT WITHOUT THE PRIOR WRITTEN �7N 1�1 6Q � NOTE: Rp�N CATCH BASIN BUILDING CONSENT OF STARBUCKS CORPORATION. p 4"MINIMUM COMPACTED AGGREGATE THESE DRAWINGS AND SPECIFICATIONS ARE PAINT CURB TAPERS YELLOW PER PAVEMENT CRUSHED LIMESTONE BASE INTENDED TO EXPRESS DESIGN INTENT FOR A y P�0 QE�Q pE�P MARKINGS AND NOTES DETAIL,SHEET C-501. CURB AT DRIVE PROTOTYPICAL STARBUCKS STORE (WHICH IS NP��Px� SUBJECT TO CHANGE AT ANYTIME)AND DO O�St�S1 NOTE: PERPENDICULAR RAMP 5'-0" THRU AS DETAILED o 0 o PROP. PAVEMENT AND NOT REFLECT ACTUAL SITE CONDITIONS. PAINT CURB TAPERS YELLOW PER PAVEMENT I T-0" ELSEWHERE s AGGREGATE BASE AS NEITHER PARTY SHALL HAVE ANY OBLIGATION MARKINGS AND NOTES DETAIL,SHEET C-501. INDICATED ELSEWHERE NOR LIABILITY TO THE OTHER (EXCEPT STATED o ABOVE) UNTIL A WRITTEN AGREEMENT IS 6"CONCRETE CURB AS PARALLEL RAMP (TYPE 1) z FULLY EXECUTED BY BOTH PARTIES. DETAILED ELSEWHERE, USE LESSER STARBUCKS TEMPLATE VERSION i2017.07.28 FLUSH WITH PAVEMENT 6"CONCRETE CURB AS DETAILED ELSEWHERE, o O C� O DIMENSION AS CONCRETE VARIES,SEE SEAL JOINT 6" WALK AS DETAILED o O FOOTER ARCHITECTURAL SLOPE PER DETAIL TO 1"R I`") FLUSH WITH PAVEMENT ELSEWHERE REQUIRED TO DRAWINGS PAVEMENT AS DETAILED A FRONT EDGE OF RAMP 2"R o O m q MEET PROPOSED SEAL JOINT SLOPE PER DETAIL TO o 0 0 O O ELSEWHERE MAX 50:1 n FRONT EDGE OF RAMP o O CURB ° 0 0 v O O PAVEMENT AS DETAILED p MAX 12:1 O O ^-r- ° ° =x ° x x - III ELSEWHERE BUILDING FOOTER a O O MIN.6" GPD Engineering and Architecture ( _ x COMPACTED Professional Corporation 1I III III=III III=11I III III — _ III' AGGREGATE 520 SOUTH MAIN ST., SUITE 2531 = I III III=111 III III=111_1 SECTION A NOTE: AKRON, OH 44311 III III=1 I III III=1 I IIIi III 1 � 1 III=1 III—III-1 111=1 I I I I—III-I I' NOTES: III III— = I III=III III - III I —', Ali — III— = _I III ?-�' 1.PROVIDE COVER-IDEALSHIELD. P: 330-572-2100 F: 330-572-2101 = —�_ BOLLARD (IN CURB) COLOR TO MATCH P7(GRAY). GPD PROJECT NO: 2016355.42 `� a III-111 111=III III=111-III III=III - = =111=IIIIII— = =111 = - =III= I= _ CENTERED 1.CONTRACTOR SHALL INSTALL 112"PRE-FORMED C'4 N.T.S. ( ) CONCRETE COLLAR EXPANSION JOINT MATERIAL AND JOINT SEALER - III III-III 1=9 III=1 111 I II ,� 1-' CURB TO BE POURED f__ oI-III-III- !- CONCRETE WALK AS C3 WHERE PAVEMENT ABUTS CURB. II II III II III i 11 II 111 II II =11 i=111 III III-1I I_— INTEGRAL WITH WALK -- - I—III—III III=III =1 IIIIIII—III-I I1=111 /I' DETAILED ELSEWHERE N.T.S. ��a�° PR�FFS 1 6"x6"-WlA X W1.4 III—III III=III I I_I I "- - ��`9 ��yGINJ �Qs�o MINIMUM 4"COMPACTED ti 1-III—III—III III III1 I I .III III III Ill="' 4 s2as4P v W.W.F.CENTERED I =111-!I' AGGREGATE BASE 5-0" SECTION A CONCRETE WALK AS _III-III III DETAILED ELSEWHERE - 1 SECTION B MINIMUM 4"COMPACTED OREGON C1 ADA ACCESSIBLE PARALLEL RAMP AGGREGATEBASE ADA ACCESSIBLE PERPENDICULAR RAMP N.T.S. C2 PARKING SLOPE AS PER PLAN qS° 10,00 02!28!19 N.T.S. 30" EXPIRES-06/30/2020 NOTES: 45" Uj ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT,UNLESS STATED OTHERWISE. 1 2 3 4 5 6 12"YELLOW STRIPE I y STOP MARKING(STRIPING)PAINT FOR PARKING SPACES,TRAFFIC ARROWS,ADA PARKING AND O ASPHALT SURFACE COURSE Q SYMBOLS,ETC.,PER LOCAL REQUIREMENTS AND AS FOLLOWS: O ASPHALT INTERMEDIATE COURSE 4"WHITE STRIPE ON ASPHALT/ co EXISTING SURFACES WITHOUT ANY SEAL COATING:OIL BASE(ALKYD RESIN TYPE TO 0 AGGREGATE BASE YELLOW ON CONCRETE ANDr'�( N MEET FEDERAL SPECIFICATION TTP-1952. BLUE IN ADA AREAS 0//� STANDARD ® SUBGRADECOMPACTION vJ } R1-1 SIGN NEW OR EXISTING SURFACES WITH A TOP COATING OR SEAL COATING(USUALLY WATER O5 PROOF ROLLING BASE FAST DRYING 100%ACRYLIC TYPE):WATER BASE TYPE TO MEET FEDERALUj NOTES: © TACK COAT = SPECIFICATION TTP-01952. FOR COLD WEATHER APPLICATION PAINT PRODUCT SHALL BE APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND STANDARD IN ACCORDANCE WITH ASTM-D2369, D1394,D3723, D1475, D562,AND D711 1 6"YELLOW U 1�t R5-1 SIGN ASPHALT AND WHERE PROPOSED ASPHALT MEETS EXISTING ASPHALT STRIPE — N PROVIDE A NON-SLIP AGGREGATE ADDITIVE TO MARKING PAINT USED AT ADA ACCESS INCLUDING SAW CUT JOINTS. _ STANDARD RAMPS. 2. MATCH EXISTING PAVEMENT IN THICKNESS AND LAYERING. O co U � R1-1 SIGN NOTE LU APPLY 2 COATS WITH STRAIGHT EDGES,YELLOW ON CONCRETE/WHITE ON ASPHALT TRANSVERSE STRIPING w ~ALL SIGNS NOTED SHALL EXCEPT WHEN MATCHING ADJACENT OR EXISTING COLOR WHEN THE PAVING IS AN TYPICAL PAVEMENT SECTION B4 Q o O DRIVE THRU EXIT CONFORM TO THE LATEST EXPANSION OR SEGMENT OF A LARGER LOT. 63 N.T.S. N.T.S. CROSSWALK STRIPING z Q ORDOT SPECIFICATIONS. B5 H H (n 0 62 PAVEMENT MARKINGS & NOTES N.T.S. W Q W OO Q N.T.S. DO NOT ENTER & STOP SIGN FACE OF BUILDING — o N B1 / 4"CONC.CURBED WALK O d ~ N.T.S. 1 T-0"MIN. FROM ANY VERTICAL AS NOTED KEYED NOTES ON SITE PLAN 4"THICK CONC.WALK STORE #: 418 O1 FACE OF BUILDING 5 CURB PROJECT #: 04753-029 WIDTH AS NOTED 1"RADIUS O CONCRETE CURB ON 611 L PLAN zISSUE DATE: 2/25/19 A 1.5%MAX. DESIGN MANAGER: JOHN PARK THIS POINT PRECAST WHEEL STOP PAVEMENT DIMENSIONS REFER TO SEAL JOINT 1.5%MAX. FINISH GRADE O 1"RADIUS LEED®APF.F. a 44 w 4 PAVEMENT AS SPECIFIED 6-0"LONG W/(2)5l8"DIA. o = - PRODUCTION DESIGNER: GPD GROUP 1"RADIUS BOTH SIDES CHECKED BY: 6" O112"PRE MOLDED EXP.JNT. 1P^ ° o HOLES - - - - - - _ —111= 1 =111=111= CUT BACK AND PROVIDE SEALANT, ° PAVEMENT AS SPECIFIED -III=III - - - - - - MINIMUM 4"COMPACTED 4 1l2"DIA.X 2'-0"LONG STEEL I i"' 1 l III = = 9 o ELSEWHERE I =III= _ - =III=III= AGGREGATE BASE Revision Schedule FINISH GRADE SEAL JOINT TYPICAL,AT ALL JOINTS WITH w ( s L, i l=1 —I I— I I=I 1= =1 =1 —I I—III—I 1=III=III=I ==III=1 =1 1=I 1=I ( `0 RODS(2 REQ'D.)FILL WITH 1=1 1=1 =1 =1 1=I 1=I 1=III=I 1=III—III 1 =1 —I 1=I 1- Rev Date B Description PAVEMENT ELEVATIONS REFER FILLER. 7 — — 111=1 I . _III-IIIIII-III—I I11I I=1I 1=1I 1=1 -I I1=III-/IIT TO THIS POINT) © SEAL JOINT = EPDXY �o -_ =I I=111=11 o 111 1 _ -III 111-111 6"x6"-W1.4xW1.4 W.W.F. a CONT = I= O7 15LB BOND BREAK MATERIALFill'- 6" BELOW EXP.JNT. MATERIAL =1I I—III—III III-11 -i1=1' 6"X6"-W1.4»W1.4 W.W.F. <q �-III-III— I NOTE: NOTES: SEE SITE PLAN FOR LOCATION ANDMINIMUM 4"COMPACTED NOTES: AGGREGATE BASE III=III —III- PAVEMENT AS SPECIFIED SEE GRADING PLAN FOR ANY QUANTITY OF WHEELSTOPS. 1. CONTRACTOR SHALL INSTALL 112"PRE-FORMED EXPANSION JOINT MATERIAL SHEET TITLE. 1I = I= = I = VARIATIONS TO EXPOSED CURB 1. CONTRACTOR SHALL INSTALL 112"PRE-FORMED EXPANSION JOINT MATERIAL AND JOINT SEALER WHERE PAVEMENT ABUTS BUILDING. -I I1-111-111-111 HEIGHT. AND JOINT SEALER WHERE PAVEMENT ABUTS BUILDING. =III=111-I�I-�, PORTLAND CEMENT CONCRETE DETAILS -III; P.C.C. WHEELSTOP P.C.0 CURBED WALK P.C.C. WALK CURB CURB AT DRIVE THRU A3 A4 A5 N.T.S. SCALE:AS SHOWN Al A2 N.T.S. N.T.S. N.T.S. N.T.S. SHEET NUMBER: C-501 FRAME 4 GRATE NEENAH FOUNDRY No.R-1729 OR CAST-IN-PLACE CONC. SET IN BED of MORT, --- ADJUSTMENT GRADE RINGS JR7 0 OR BRICK IF NOTE: REQUIRED. 1. MODEL BF-48-1 2 COURSES OF BRICK 2. SEE ADS BAYFILTER INSTALLATION MANUAL FOR ADDITIONAL MAX.OR 12"PRECAST SPECIFICATIONS AND INSTALLATION GUIDELINES. 36" F&C GRADE RINGS MAX. 4'-0" d 5"MIN. 3. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER TO PROPOSED 8"DIP. 02017 STARBUCKS COFFEE COMPANY d " C.I.STEPS NEENAH PROPOSED CONCRETE MANHOLE ' S TA R B U C KS COFFEE APPROVED EQUAL R-1981-J,OR a SEE DETAIL,THIS SHEET . o _\ PRECAST SECTIONS 4, COMPANY CONFORMING To 2401 UTAH AVENUE SOUTH ASTM.C-478 SEATTLE, WASHINGTON 98134 ° 36" F&C 04' STEPS (206) 318-1575 42 i a THESE DRAWINGS AND SPECIFICATIONS ARE A. CONFIDENTIAL AND SHALL REMAIN THE SOLE PRECAST CONST. 6" 6" ;, �` PROPERTY OF STARBUCKS CORPORATION, 4000 PSI CONC. WHICH IS THE OWNER OF THE COPYRIGHT IN 4 , _ INLET o : -� THIS WORK. THEY SHALL NOT BE d a REPRODUCED (IN WHOLE OR IN PART), SHARED ° ° < 4 INLET ' WITH THIRD PARTIES OR USED IN ANY MANNER D O ON OTHER PROJECTS OR EXTENSIONS TO THIS 1 CRUSHED STONE - --- OUTLET OUTLET PROJECT WITHOUT THE PRIOR WRITTEN AGGREGATE#67 CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE BAYFILTER MANHOLE a INTENDED TO EXPRESS DESIGN INTENT FOR A KEYED NOTES PROTOTYPICAL STARBUCKS STORE (WHICH IS N.T.S. a— D3 ; � �' - � - ." SUBJECT TO CHANGE AT ANYTIME)AND DO O TOPSOIL&SEED,OR PAVEMENT AS I O I I II NOT REFLECT ACTUAL SITE CONDITIONS. II I NEITHER PARTY SHALL HAVE ANY OBLIGATION DETAILED ELSEWHERE. - HII= 2 z NOR LIABILITY UNTIL AHEOWRITTEN AGREEMENT(EXCPT SATED -III— IS FULLY EXECUTED BY BOTH PARTIES. O UNDISTURBED EARTH (1)522 TREATMENT CARTRIDGE- OPLACE ODOT 304 GRANULAR BACKFILL IN 3 SEE SPECIFICATIONS BELOW 6"MAX.LIFTS COMPACTED TO 98%MAX. STARBUCKS TEMPLATE VERSION 12017.07.28 DRY DENSITY PER D4353. O SAND ENVELOPE TO EXTEND 8"ABOVE AND 8"BELOW THE PIPE. 6 T FIE BAYFILT ER STORMWATER MAAMGEMENT SYSTEM IS A O EXCAVATE WIDTH OF TRENCH AS NEEDED. }�A Y A V 1 ' IMF" STORMWATER FILTRATION DEVICE DESIGNED TO REMOVE FINE FLOW RATE O.OS CFS SEDIMENTS.HEAVY METALS.AND PHOSPORUS THE BAYFILTER CARTRIDGE TYPE 522 SYSTEM RELIES ON A SPIRAL WOUND MEDIA FILTER CARTRIDGE WITH CITY CARTRIDGES 1 4 , APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA.THE FILTER T E C H N O L o G 1 E SCARTRIDGES ARE HOUSED IN A CONCRETE STRUCTURE THAT EVENLY SEDIMENT CAPACITY 175 LBS O BAYFILTER BF-4B-1 CEMENT LINED, CLASS 52 DUCTILE IRON "'"'NfF°�""" rys'•"�"" DISTRIBUTES THE FLOW BETWEEN CARTRIDGES.THE SYSTEM IS DATE 10110/18 GPD Engineering and Architecture 6 OFFLINE WITH AN EXTERNAL BYPASS THAT ROUTES HIGH INTENSITY WATER SERVICE LINE. 1030 Deer Hollow Drive 1-800-BAYSAVER 4640 TRUEMAN BLVD STORMS AROUND THE SYSTEM.THE FILTER CARTRIDGESREMOL'E DRAWN EKH Professional Corporation Mount Airy,MD 21771 1-800-229-7283 HILLIARD,OH 43026 POLLUTANTS FROM RUNOFF BY FILTRATION CHECKED PR 1-BM733.7473 (INTLRCEPTIDWATTACHMENTI AND ADSORPTION. SCALE N?s 520 SOUTH MAIN ST.. SUITE 2531 12" PIPE 12" AKRON, OH 44311 OD P: 330-572-2100 F: 330-572-2101 GPD PROJECT NO: 2016355.42 BayFitter 522" C1 WATER SERVICE TRENCH Size=28"(711 mm)diameter s�aeo PRoaFs Weight=125 lbs.157 kgl N.T.S. TOP OF CASTING SHOWN ON PLAN(EJIW V-5622 FRAME& Media Area=45 ft'(4.2 an-) � �aGl NEpop BICYCLE SAFE GRATE FOR 2'x2'CATCH BASINS AND EJIW Flow Rate=22.5 glum(851/min) Q 92464P V-5636 FRAME&BICYCLE SAFE GRATE FOR 3'x3'CATCH IN THE EVENT THAT A CATCH BASIN IS LOCATED ALONG 50 BASINS OR APPROVED EQUAL A CURB THE CONTRACTOR SHALL MODIFY THE WIDTH Flow Rate per Square Foal= 18"(457 rare) VmiNn1 n OF THE CONCRETE BLOCKOUT ALONG THE FACE OF Minimum Oded Desi l Head=18-(457 mm) OREGON T-0"SQUARE CONCRETE BLOCKOUT(8'-0" Recommended Design Head=26" 566 mm) CURB. EXPANSION JOINT MATERIAL SHALL BE PLACED SQUARE FOR 3'x3'CATCH BASINS),8"THICK, BETWEEN CURBING AND CATCH BASIN STRUCTURE. sediment Capture Capacity= 175 lbs(79 kg) y71 p�1 02!28/1 9 WITH 1/2"DIA. REINFORCING BARS AT 12"EACH Manifold Dial eters 3'176 mm) WAY, PLACED AT MID-DEPTH IN SLAB(USE PROPOSED OR 3'-0" MIN. T � BLOCKOUT IN PAVED AREAS ONLY)" 2%SLOPE EXISTING CURB 1 -a EXPIRES-06/30/2020 -NI CONTRACTOR TO PROVIDE JOINT SEALER WHERE P.C.C. MEETS ASPHALT PAVEMENT PER UTILITY PLAN I Co BRICK,CONCRETE BLOCK, J BayFil#e� 522 lt O O CAST-IN-PLACE,OR PRECAST w J r J v q O O INVERT ELEVATION I I I I W 0 0 _13 B5 ADS BAYFILTER > U O O TOP OF CASTING SHOWN ON PLAN(EJIW N.T.S. N V-5622 FRAME&BICYCLE SAFE GRATE O U � FOR 2'x2'CATCH BASINS AND EJIW V-5636 FRAME&BICYCLE SAFE GRATE FOR 3'x3' < CATCH BASINS OR APPROVED EQUAL) LI Of a NOTE: KEYED NOTES Q Q o 0 1. PRECAST WALLS SHALL BE REINFORCED SUFFICIENTLY TO SECTION A Zct PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE. BOTTOM SLAB MAY BE PRECAST SEPARATELY KEYED NOTES O TOPSOIL&SEED,OR PAVEMENT AS Q PLAN 2. CAST-IN-PLACE CONCRETE SHALL BE 4,000 PSI @ 28 DAY.ALL (6"THICK MIN.)AND THE OUTLET PIPE PLACED DETAILED ELSEWHERE. U Q U O PRECAST CONCRETE SHALL MEET STATE REQUIREMENTS O1 EXCAVATE WIDTH OF TRENCH AS NEEDED W fn W p Q ON TOP OF IT WITH THE BOTTOM SHAPED TO 20 CONTINUOUS METALLIC WARNING TAPE O V O N CATCH BASIN WITH 6%+/-2%AIR VOID CONTENT IN THE CURED CONCRETE. DRAIN. IF CAST-IN-PLACE,CONCRETE SHALL O PLACE SUITABLE SOIL OR GRANULAR B 1 3. ALL STORM SEWER GRATES TO HAVE NOTATION:'DUMP No BE AT LEAST 8"THICK. 3 CLEAN SELECT GRANULAR BACKFILL N.T.S. BACKFILL IN 6"MAX. LIFTS.SUITABLE SOIL O d 1— a- H WASTE, DRAINS IS WATERWAY'.CONTRACTOR TO VERIFY SHALL BE COMPACTED TO 90%MIN.(98% 4 WITH LOCAL JURISDICTION EXACT WORDING. O6"CLEAN SAND ENVELOPE MIN.UNDER PAVEMENT)DRY DENSITY, PER STORE #: 418 ASTM D698,GRANULAR BACKFILL SHALL BE 4 SO 4"PVC ELECTRICAL CONDUITS PROJECT #: 04753-029 COMPACTED TO 75%(80%UNDER (SCHEDULE 40),QUANTITY AS REQUIRED PAVEMENT)RELATIVE DENSITY, PER ASTM 1 O ISSUE DATE: 2/25/19 KEYED NOTES 4353. GRANULAR BACKFILL REQUIRED 6 4"PVC TELEPHONE DESIGN MANAGER: JOHN PARK 2'-0" CONDUIT(SCHEDULE 40),QUANTITY AS 1 LEED®AP: O CONCRETE, MATCH PAVEMENT SPEC. UNDER PAVEMENT. — _ 6 SQUARE 5 = REQUIRED PRODUCTION DESIGNER: GPD GROUP O PROPOSED STORM OR SANITARY SEWER —I I=�— ME' O 6"(MIN.)AGGREGATE BASE CHECKED BY: TOPSOIL,SEED,AND MULCHING OR =III=III III—III-I I I-1I I III=1I III=1I =1I =1 I- 3O 6"DIA.CLEAN-OUT PIPE O PAVEMENT AS DETAILED ELSEWHERE. -i IF I� = —III z — = I1„ I —' Revision Schedule 1 Z PIPEIII=1 III= I I_ L'45NO.57 OR NO.67 AGGREGATE PLACED A 2 CAP AND SEAL CONDUIT MINIMUM OF 12"ABOVE THE TOP OF THE PIPE z -I Rev Date B Descri tion THREADED CLEAN-OUT CAP WYETO SEWER O NO.57 OR NO.67 AGGREGATE PLACED A 1 p^ O CAST-IRON MONUMENT BOX, MINIMUM OF 6"BELOW THE BOTTOM OF THE 5 3 EJIW 1565 OR APPROVED EQUAL. 2 7 PIPE 3 4 O 450 BEND 3 8 12" 9 O WYE 4 PIPE 6 SHEET TITLE: O9 SEWER PLAN VIEW 12" PIPE 12" 6 5 UTILITY DETAILS NN\Al CLEAN OUT (PAVEMENT AREA) WYE CONNECTION SEWER TRENCH MIN. OD MIN. ELECTRICAL & COMMUNICATIONS SERVICE TRENCH SCALE: AS SHOWN N TS A2 A3 N.T.S. A4 N.T.S. SHEET NUMBER N.T.S. C-502 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 - _ i PARKING U ® C (stroke width) / `O ©201]STARBUCKS COFFEE COMPANY ® GR78 SIGN ACCNOESS fI[ OR �EtNO ESS AISLE SIGN j w`\` STARBUCKS COFFEE OR7 9 OR7-9 ARKIN I ARKING i N� �� COMPANY VAN SIGN SIGN ACCESSIBLE � SIGN OSI 9a / PARKING Q ` 2401 UTAH AVENUE SOUTH ' 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 18" -- PROPERTY OF STARBUCKS CORPORATION, ' ACCESSIBLE ROUTE ° ' / ' ° -�- WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE - 1 ----- ---- REPRODUCED (IN WHOLE OR IN PART), SHARED Sign WITH THIRD PARTIES OR USED IN ANY MANNER o_ation ON OTHER PROJECTS OR EXTENSIONS TO THIS NO- PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. F�2' 2'-1 THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A Wheel stop 36° Typ. PROTOTYPICAL STARBUCKS STORE (WHICH IS (Typ)a - NOT REFLECT ACTUAL SITE CONDITIONS. ro , �� SUBJECT TO CHANGE AT ANYTIME)AND DO a ' ? Pavement Marking Background: Optional: Blue, Retroreflective 12° NEITHER PARTY SHALL HAVE ANY OBLIGATION iPARKING 36* 3' NOR LIABILITY TO THE OTHER (EXCEPT STATED Y White 4" AngleLo4; - Pavement Marking Stencil: White, Retroreflective ABOVE) UNTIL EXECUTED EN AGREEMENT IS OL Wide lines 4 FULLY EXECUTED BY BOTH PARTIES. orientation for field layout --- Access aisle DIMENSIONS (INCHES) 60"--- ----� STARBUCKS TEMPLATE VERSION i2017.07.28 " LEGEND A B C Di E I F I G 2' Typ MINIMUM 28 24 3 � STANDARD 41 36 4 Pavement Marking Legend: White or Yellow, Retroreflective -_ t The "No Parking" pavement marking is used to designate an access aisle GPD Engineering and Architecture Pavement markings The pavement marking Stencil shall be used to designate an accessible Professional Corporation 9 reserved for persons use parking with a DMV permit. This marking shall 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. D PR jLr Figure I Figure 6 11 Figure 7 p�9� NGIN FFR$0 ¢ 92464P v 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 2018 '�2y17°Zo+� 02/28/19 SIGN DESIGN SIGN DESIGN SIGN DESIGN EXPMES-06/30/2020 SIGN NO. R7-8a SIGN NO. R7-8UJ SIGN NO. OR7-9 z 1.5 8 - 6 RESERVED zC 2 2.25 PARKING zC �� 4. w VAN �° 2 10.56 SIGN NO. OR7-9a z ACCESS AISLE N ACCESSIBLE 5D 2 LL N -- ti 6 4 NO - 3C 1.06 O U C/) Q 2.25 _ 13 L1 LU BORDER I__J. -- �.6 � 1 LU R=1.5" 5 PARKING - 36 5.67 Q ,^ Q TH=0.438" 4'' � v IN=0.325" / Z < Q BORDER1 06 _.- 9.88 1.06 _ _- _. __ 1.5 - _ 1.07 (, C� l� BORDER H - 10 +i F- {--.-__-{ W / n W 6 < TH=0.375" BORDER 2.72 6.55 2.73 v (� IN=0.375" R=1.5" R=1.25" NOTES: O 0 N TH=0.375" TH=0.325" Of 1 d IN =0.375" 114=0325" 1. SEE OREGON ADA DETAILS FOR SIGN 1 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 2/25/19 Sign Legend: Green, Retroreflective sheeting TUBE EXTENDED INTO ISSUE DATE: 9 9 9 Sign Legend: Green, Retroreflective Sign Legend: Rea, Retroreflective sheeting POST IS OUT OF VEHICULAR PATH OR DESIGN MANAGER: JOHN PARK CONCRETE FOUNDATION. PARKING SPACE.WHEN NOT USING LEEDOAP: Sign Symbol: White on Blue, Retroreflective sheeting Sign Symbol: White on Blue, Retroreflective sheeting o BOLLARD FOUNDATION THE SIGN PRODUCTION DESIGNER: GPD GROUP aO � POST SHALL BE EMBEDDED T-6"IN A CHECKED BY: Sign OR7-9a: Use when back of walk directly behind access aisle is not 12"DIA.CONCRETE FOOTING 4'-0" available for sign placement and sign must be placed to DEEP 0.12 CU.YDS.OF CONCRETE Refer to Standard Highway Signs book for details and dimensions. ( Revision Schedule Refer to Standard Highway Signs book for details. one side of pedestrian access ramp. FINISHED SURFACE PAVEMENT REQUIRED). AS DETAILED ELSEHWERE 4. SIGN TO BE PROVIDED AT ALL Rev Date BY Description SEALED EXPANSION JOINT ACCESSIBLE PARKING SPACES AS PER ADA REGULATIONS. AROUND BOLLARD PIPE 5. IF SIGN IS MOUNTED TO BUILDING,THE The VAN-ACCESSIBLE sign shall only be used with sign R7-8 The Disabled Person parking sign is used to designate a parking area The No Parking in Access Aisle sign is used to designate an access aisle 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 12" GRADE. snow or sand. Place sign to have direct view from end of access aisle when FROST LINE(3 FT.MIN.�:i zo SHEET TITLE: . possible outside of accessible route. BELOW FIN.GRADE). HANDICAPPED PARKING SIGN POST OREGON ADA STANDARDS Figure 9 14 Figure 8 Figure 11 it AS SCALE:AS SHOWN N.T.S. SHEET NUMBER: C-503 LANDSCAPE NOTES & PLANTING SPECIFICATIONS SCOPE OF WORK OTHER MATERIALS CLEANUP .► 1. THIS WORK SHALL CONSIST OF PERFORMING CLEARING AND GRUBBING,SOIL PREPARATION, 1. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE,THE FINISH GRADING, PLANTING AND DRAINAGE, INCLUDING ALL LABOR,MATERIALS,TOOLS, 1. BED EDGING-TRENCH AROUND LANDSCAPE BEDS TO CREATE SHARP,45 DEGREE EDGE. CONTRACTOR SHALL REMOVE ALL MATERIAL,EQUIPMENT,AND DEBRIS RESULTING FROM HIS EQUIPMENT,AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS TYPICAL AT ALL PLANTING BED EDGES WHERE THEY MEET LAWNS, WORK.AN'ACCEPTABLE CONDITION'SHALL BE AS DEFINED AND APPROVED BY THE OWNER'S PROJECT. AUTHORIZED REPRESENTATIVE. 2. MULCH: ALL LANDSCAPE AREAS SHALL BE MULCHED WITH DOUBLE SHREDDED HARDWOOD 2. QUANTITY TAKEOFF IS SUPPLIED FOR CONTRACTOR'S ASSISTANCE ONLY.CONTRACTOR IS MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE FOR TOP MAINTENANCE RESPONSIBLE FOR SUPPLYING ALL PLANT MATERIALS AS PER PLAN. DRESSING OF TREES,SHRUBS,OR PLANTS. INSTALL MULCH TO A DEPTH OF THREE(3) INCHES AND COLOR TO BE DETERMINED BY OWNER. (MAINTENANCE PERIOD TO COMMENCE AFTER FINAL INSPECTION.) 3. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR WITHIN EASEMENT OR RIGHT-OF-WAY LIMITS, 3. WEED BARRIER-POLYETHYLENE FILTER FABRIC DESIGNED TO PERMIT WATER INFILTRATION 1. MAINTENANCE PERIOD FOR THIS CONTRACT SHALL BE 90 CALENDAR DAYS COMMENCING WHILE PREVENTING WEED GROWTH-TO BE INSTALLED IN ALL PLANTING BEDS. AFTER FINAL INSPECTION OF CONSTRUCTION. 1 ©2017 STARBUCKS COFFEE COMPANY PRESERVATION/PROTECTION (IF APPLICABLE) 1. CONTRACTOR SHALL MAINTAIN AND PRESERVE TREES AND SHRUBS NOT BEING REMOVED, 2. MAINTAIN TREES,SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING AND WEEDING AS STARBUCKS COFFEE INCLUDING THEIR ROOTS. TREE PROTECTION FENCING SHALL BE USED AT THE DRIP LINE OF REQUIRED FOR HEALTHY GROWTH.RESTORE PLANTING SAUCERS.RESET TREES AND ALL TREES AND SHRUBS WITHIN 50 FEET OF CONSTRUCTION EXCEPT AS SHOWN ON PLAN. GENERAL WORK PROCEDURES SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. COMPANY FENCING SHALL REMAIN IN PLACE UNTIL FINAL PLANT INSPECTION FOLLOWING 2401 UTAH AVENUE SOUTH CONSTRUCTION. MATERIALS SHALL NOT BE STOCKPILED WITHIN THIS DEFINED AREA AND 1. LANDSCAPE WORK SHALL BE ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED 3. MAINTAIN LAWNS BY WATERING, MOWING,TRIMMING,AND OTHER OPERATIONS SUCH AS SEATTLE, WASHINGTON 98134 VEHICLES AND OTHER EQUIPMENT SHALL BE OPERATED TO AVOID SOIL COMPACTION. FOR LANDSCAPE CONSTRUCTION AND PLANTING IN THE OREGON STANDARDIZED ROLLING,REGRADING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, (206) 318-1 575 LANDSCAPE SPECIFICATIONS(ASLA)AND ANY LOCAL LANDSCAPE ORDINANCES. ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 2. FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA EQUAL TO TWICE THE TREE CIRCUMFERENCE MAINTAIN THE LANDSCAPING BY KEEPING ALL PLANTS DISEASE-FREE AND PLANTING BEDS THESE DRAWINGS AND SPECIFICATIONS ARE 4. (MEASURED 6"ABOVE THE GROUND LINE IN INCHES)EXPRESSED IN FEET. (EXAMPLE:A 2. CONTRACTOR SHALL OBTAIN A COPY OF LOCAL ORDINANCES REGARDING ACCEPTABLE CONFIDENTIAL AND SHALL REMAIN THE SOLE CIRCUMFERENCE OF 10"WOULD HAVE A'NO CUT ZONE OF 20 FEET IN ALL DIRECTIONS FROM PLANT AND PLANTING DETAILS AND ABIDE BY THOSE ORDINANCES AND DETAILS. GROOMED, EXCEPT IN NATURALLY OCCURRING VEGETATION AREAS. PROPERTY OF STARBUCKS CORPORATION, THE TREE).THIS SHOULD APPLY TO UTILITY SERVICES,IF FEASIBLE,THE ONLY EXCEPTION TO WHICH IS THE OWNER OF THE COPYRIGHT IN THIS REQUIREMENT WILL BE THOSE SPECIFICALLY ALLOWED BY THE LANDSCAPE ARCHITECT, 3. ENGINEER RESERVES THE RIGHT TO REJECT ALL PLANT MATERIAL DEEMED NOT 5. REPLACE ANY REQUIRED PLANTING(S),WHICH SEVERELY DECLINE OR DIE AFTER THE DATE THIS WORK. THEY SHALL NOT BE SPECIFICATIONS OR AS INDICATION ON THE PLANS. ACCEPTABLE. OF PLANTING. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT APPROPRIATE REPRODUCED (IN WHOLE OR IN PART), SHARED PLANTING SEASON. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 3. TREE TRUNKS AND EXPOSED ROOTS DAMAGED DURING EQUIPMENT OPERATIONS SHALL BE 4. ANY PROPOSED PLANT SUBSTITUTIONS SHALL BE EQUIVALENT IN FORM,HABIT,STRUCTURE, PROJECT WITHOUT THE PRIOR WRITTEN TREATED IN ACCORDANCE WITH THE ARBOR CULTURAL STANDARDS OF THE CITY. BRANCHING AND LEAF TYPE AND MUST BE ISSUED TO THE LANDSCAPE ARCHITECT FOR SODDING CONSENT OF STARBUCKS CORPORATION. APPROVAL, IN WRITING,PRIOR TO INSTALLATION. THESE DRAWINGS AND SPECIFICATIONS ARE PLANT MATERIALS 1. SOD SHALL BE FIRST GRADE CERTIFIED BLENDS OF THE FOLLOWING SPECIES PER INTENDED TO EXPRESS DESIGN INTENT FOR A HARDINESS ZONE CONTAINING NOT MORE THAN 30 PERCENT OF OTHER GRASSES AND PROTOTYPICAL STARBUCKS STORE (WHICH IS 1. GENERAL-ALL MATERIALS SHALL BE OF ITS KIND AVAILABLE AND SHALL HAVE BEEN GROWN WEEDING CLOVERSAND FREE FROM ALL NOXIOUS WEEDSSUBJECT TO CHANGE AT ANYTIME)AND DO IN A CLIMATE SIMILAR TO THAT ON SITE. , . NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION 2. PLANTS-ALL PLANTS SHALL BE HEALTHY,OF NORMAL GROWTH,WELL ROOTED,FREE FROM 1. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING,ALL WEEDS AND ZONES 3,4&5:APPROVED BLUE GRASS BLEND NOR LIABILITY TO THE OTHER (EXCEPT STATED ASE AND INSECTS.QUALITY AND SIZE OF PLANT MATERIAL SHALL CONFORM R ANSI GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF AT THE CONTRACTOR'S ZONE 6:APPROVED FESCUE BLEND ABOVE) UNTIL A WRITTEN AGREEMENT IS DISEASE STANDARDS FOR NURSERY STOCK". EXPENSE. ZONES 7&8:APPROVED BERMUDA BLEND FULLY EXECUTED BY BOTH PARTIES. ZONES 9&10:APPROVED ST AUGUSTINE FLORATAM BLEND 3. VARIETIES AND SIZES OF PLANTS SHALL BE AS SHOWN ON DRAWINGS. PLANTING 2. SOD SHALL BE RECENTLY MOWED TO A HEIGHT OF NOT LESS THAN 3 INCHES. IT SHALL BE STARBUCKS TEMPLATE VERSION i2017.07.28 4. PLANTS SHALL BE IN A HEALTHY,VIGOROUS CONDITION, FREE OF DEAD OR BROKEN CUT INTO STRIPS OF NOT LESS THAN 3 FEET AND NOT OVER 6 FT.WITH A UNIFORM WIDTH BRANCHES,SCARS THAT ARE NOT COMPLETELY HEALED, FROST CRACKS,DISFIGURING 1. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND OF NOT OVER 24 INCHES. KNOTS, BROKEN OR ABRADED BARK, REDUNDANT LEADERS OR BRANCHES,OR SECURE THE APPROVAL OF THE OWNER BEFORE EXCAVATING PITS, MAKING NECESSARY ML ABERRATIONS OF ANY KIND. PLANTS SHALL NOT HAVE MULTIPLE LEADERS, UNLESS THIS IS ADJUSTMENTS AS DIRECTED. 3. SOD SHALL BE CUT TO A DEPTH EQUAL TO THE GROWTH OF THE FIBROUS ROOTS BUT IN NO ahk THE NATURAL FORM. CASE LESS THAN 1 INCH. I� 2. PLANTING PITS SHALL BE AS PER DETAILS. GPD Engineering and Architecture 5. BALLED AND BURLAPPED(B&B)PLANTS SHALL BE DUG WITH A FIRM ROOT BALL OF NATURAL 4. SOD SHALL BE DELIVERED TO THE JOB WITHIN 24 HOURS AFTER BEING CUT AND SHALL BE Professional Corporation EARTH,OF A SIZE IN PROPORTION TO THE PLANT'S SIZE,AS MEASURED BY CALIPER, HEIGHT, 3, PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. FILL WITH PLANTING SOIL INSTALLED WITHIN 48 HOURS AFTER BEING CUT. AROUND BALL OF PLANT. COMPLETE BACKFILLING AND WATER THOROUGHLY. 520 SOUTH MAIN ST., SUITE 2531 OR SPREAD, BALLED AND BURILABRANCHES, A PLANTS SHALL K HANDLED ONLY BY THE ALL A BALL, 5. BEFORE SOD IS PLACED,THE SOD BED WILL HAVE BEEN EXCAVATED TO SUCH A DEPTH AKRON, OH 44311 NOT BY THE TRUNK OR BRANCHES, IN THIS MAY BREAK OR LOOSEN THE ROOT BALL AND 4. EACH TREE AND SHRUB SHALL RECEIVE THE LANDSCAPER'S BIONUTRITION(3-0-3) THAT WHEN THE SOD IS IN PLACE THE TOP OF THE SOD WILL BE FLUSH WITH THE P:GIRD PROJECT F: : 0-572-2101 DAMAGE THE ROOT SYSTEM.CONTAINER PLANTS SHALL HAVE BEEN ESTABLISHED FORA GRANULAR WITH MYCORRHIZAL TECHNOLOGY FERTILIZER OR APPROVED OTHER.APPLY SURROUNDING GRADE. GPD PROJECT NO: 2016355.42 MINIMUM OF ONE FULL GROWING SEASON IN THEIR CONTAINERS BEFORE INSTALLATION. FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. CONTAINER PLANTS SHALL BE HANDLED ONLY BY THE CONTAINER,NOT BY THE STEMS OR 6. NO SOD SHALL BE PLACED WHEN THE TEMPERATURE IS BELOW 32 DEGREES F. NO FROZEN Eo PROF BRANCHES,AS THIS MAY PULL THE PLANT OUT OF THE CONTAINER AND BREAK OR LOOSEN 5. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SOD SHALL BE PLACED NOR SHALL ANY SOD BE PLACED ON FROZEN SOIL.WHEN SOD IS tea FS THE ROOT BALL AND DAMAGE THE ROOT SYSTEM. �5 �GINtF SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL PLACED BETWEEN THE DATES OF JUNE 1ST AND OCTOBER 15TH, IT SHALL BE COVERED s�O¢ 92464P '¢ v 6. PLANTS SHALL BE PROTECTED FROM DRYING OUT DURING SHIPPING WITH TARPAULINS OR MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED, IMMEDIATELY WITH A STRAW MULCH 1 INCH THICK(LOOSE MEASUREMENT). OTHER COVERINGS.PLANTS SHALL BE PROTECTED FROM DRYING OUT AFTER DELIVERY BY 6. INSTALL BED EDGING AND MULCH PER MATERIALS SPECIFICATION AND DETAILS. 7. AFTER LAYING,THE SOD SHALL BE WATERED THOROUGHLY AND TAMPED WITH APPROVED PLANTING IMMEDIATELY: THIS IS NOT POSSIBLE,THE ROOT BALL SHALL COVERED WITH SOD TAMPERS SUFFICIENTLY TO BRING THE SOD INTO CLOSE CONTACT WITH THE SOD BED OREGON PEAT MOSS OR EARTH,AND WATERED FREQUENTLY TO KEEP IT MOIST UNTIL PLANTING. 7 REMOVE ALL SALES TAGS,STRINGS,STRAPS,WIRE, ROPE OR OTHER MATERIALS THAT MAY AND INSURE TIGHT JOINTS BETWEEN THE SECTIONS OR STRIPS. �1 7. DO NOT HANDLE,MOVE, BIND,TIE OR OTHERWISE TREAT PLANTS SO AS TO DAMAGE THE INHIBIT PLANT GROWTH BOTH ABOVE AND BELOW THE SURFACE OF THE SOIL. �Ly i7'14 02/28/19 ROOT BALL, ROOTS,TRUNK,OR BRANCHES IN ANY WAY. 8. THE CONTRACTOR SHALL KEEP ALL SODDED AREAS INCLUDING SUBGRADE,THOROUGHLY 8. REMOVE ANY BROKEN,SUCKERING, DISEASED,CRISSCROSSED OR AESTHETICALLY MOIST FOR 30 DAYS AFTER SODDING. DISPLEASING BRANCHES BACK TO LIVE LEADER OR SIDE LATERAL WITH A FLUSH CUT. E)(PfRES:06/30/2020 TOPSOIL 9. THE CONTRACTOR SHALL REPAIR ANY AREAS DAMAGED FOLLOWING INSTALLATION AS 1. TOPSOIL HAS BEEN(OR WILL BE)STOCKPILED FOR REUSE IN LANDSCAPE WORK. IF DIRECTED BY THE ENGINEER.SOD SHALL BE IN PLACE AT LEAST 30 DAYS BEFORE FINAL W QUANTITY OF STOCKPILED TOPSOIL IS INSUFFICIENT,PROVIDE ADDITIONAL TOPSOIL AS ACCEPTANCE. REQUIRED TO COMPLETE LANDSCAPE WORK. IMPORTED TOPSOIL SHALL CONSIST OF FINISH GRADING LOOSE, FRIABLE, LOAMY TOPSOIL WITHOUT ADMIXTURE OF SUBSOIL OR REFUSE. Q ACCEPTABLE TOPSOIL SHALL CONTAIN NOT LESS THAN 3 PERCENT NOR MORE THAN 20 1. ALL AREAS WILL BE GRADED BY THE CONTRACTOR TO SUBSTANTIALLY PLUS/MINUS 0.1 FOOT SEEDING M PERCENT ORGANIC MATTER. OF FINISH GRADE. 1. GRASS SEED SHALL BE FRESH,CLEAN,DRY, NEW-CROP SEED COMPLYING WITH THEN ASSOCIATION OF OFFICIAL SEED ANALYSTS'"RULES FOR TESTING SEEDS"FOR PURITY AND 0 2. PLANTING BACKFILL FOR PARKING LOT ISLANDS SHALL CONSIST OF A HOMOGENEOUS 2. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH,EVEN, UNIFORM PLANE GERMINATION TOLERANCES. } MIXTURE OF 3 PARTS TOPSOIL TO ONE PART SPHAGNUM PEAT INSTALLED OVER A 6" WITH NO ABRUPT CHANGE OF SURFACE.SOIL AREAS ADJACENT TO THE BUILDINGS SHALL THICKNESS OF NO.57 AGGREGATE. SLOPE AWAY FROM THE BUILDINGS. 2. ALL AREAS TO BE SEEDED SHALL RECEIVE NO LESS THAN FIVE POUNDS OF SEED PER ONE Uj >_ THOUSAND SQUARE FEET,APPLY SEED AND PROTECT WITH STRAW MULCH AS REQUIRED 7 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF FOR NEW LAWNS,GRASS SEED MIX SHALL CONSIST OF THE FOLLOWING: 7 U SURFACE WATER. N MIN.% MAX.% LL_ t` 4. PARKING LOT ISLAND SHALL BE BACKFILLED AS PART OF THIS CONTRACT, MIN.% PURE WEED PROPORTION NAME GERM.-SEED SEED L_ w U O SOIL CONDITIONING 30% V) < KENTUCKY BLUEGRASS (PDAPRATENSIS) 80 85 0.50 LU 1. OBTAIN LABORATORY ANALYSIS OF STOCKPILED AND IMPORTED TOPSOIL COMPLETE WITH GROUND COVER 30% CREEPING RED FESCUE(FESTUCA RUBRA) 85 98 0.50 LU ly- O RECOMMENDATIONS FOR SOIL AMENDMENT. 20% PERENNIAL RYE GRASS(LOLIUM PERENNE) 90 98 0.50 < Z " - 20% ANNUAL RYEGRASS(LOLIUM MULTIFLORUM) 85 92 1.00 Q 1. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS. (n 2. BEFORE MIXING,CLEAN TOPSOIL OF ROOTS, PLANTS,SOD,STONES,CLAY LUMPS,AND U Q U O OTHER EXTRANEOUS MATERIALS HARMFUL OR TOXIC TO PLANT GROWTH. 2. MULCH GROUND COVER WITH 2"THICKNESS OF SPHAGNUM PEAT. LJ r n w O Q 3. MIX SPECIFIED SOIL AMENDMENTS AND FERTILIZERS WITH TOPSOIL AT RATES SPECIFIED BY 3, IMMEDIATELY AFTER PLANTING GROUND COVER,CONTRACTOR SHALL THOROUGHLY WATER PLANTING SCHEDULE � lJ THE LAB REPORT. DELAY MIXING OF FERTILIZER IF PLANTING WILL NOT FOLLOW PLACING OF GROUND COVER. 1. ALL PLANTING IS RECOMMENDED TO BE DONE WITHIN THE FOLLOWING DATES. WHEN 0- d ~ PLANTING SOIL WITHIN A FEW DAYS. PLANTING OUTSIDE THESE DATES,WRITTEN DOCUMENTATION SHALL BE PROVIDED THAT 4. ALL GROUND COVER AREAS SHALL BE TREATED WITH APRE-EMERGENT BEFORE FINAL 4. FOR PLANTING BEDS AND LAWNS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR LANDSCAPE INSPECTION. GROUND COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING SURVIVAL OR REPLACEMENT WILL BE ENSURED. NO PLANTING SHALL BE DONE IN FROZEN STORE #: 418 APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. MIX LIME WITH PRE-EMERGENT. PRE-EMERGENT TO BE APPLIED AS PER MANUFACTURER'S SOIL. PROJECT #: 04753-029 DRY SOIL PRIOR TO MIXING OF FERTILIZER. RECOMMENDATION. ISSUE DATE: 2/25/19 NORMAL PLANTING SEASONS SPRING FALL DESIGN MANAGER: JOHN PARK 5. PREVENT LIME FROM CONTACTING ROOTS OF ACID-LOVING PLANTS. ALL TREES AND SHRUBS MARCH 15-MAY 15 OCTOBER 1-DECEMBER 1 LEED®AP: GUARANTEE EVERGREENS APRIL 1-MAY 15 OCTOBER 1-NOVEMBER 15 PRODUCTION DESIGNER: GPD GROUP 6. APPLY PHOSPHORIC ACID FERTILIZER(OTHER THAN THAT CONSTITUTING A PORTION OF GROUNDCOVERS APRIL 1-JUNE1 WHEN SOD IS WORKABLE CHECKED BY: COMPLETE FERTILIZERS)DIRECTLY TO SUBGRADE BEFORE APPLYING PLANTING SOIL AND 1. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM DATE SEED AND MULCH APRIL 1-MAY 15 OCTOBER 1-NOVEMBER 15 TILLING. OF PROJECT ACCEPTANCE BY THE OWNER. Revision Schedule IRRIGATION GENERAL NOTE Rev Date _2y Description PLANTING SOIL 1. CONTRACTOR SHALL PROVIDE&INSTALL AN IRRIGATION SYSTEM TO PROVIDE 100% 1. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE WITHIN THE RIGHT-OF-WAY SHALL BE 1. PLANTING SOIL MIX SHALL BE CLEAR OF ALL STONES AND DEBRIS 1"OR LARGER,AND COVERAGE OF THE SITE.AREAS WITHIN 5 FEET OF BUILDING WALLS SHALL BE IRRIGATED BY FINE GRADED MAINTAIN POSITIVE DRAINAGE, HAVE A 4"LAYER OF TOPSOIL APPLIED AND CONSIST OF THE FOLLOWING:25%ORGANIC COMPOST,75%ACCEPTABLE TOPSOIL. DRIP IRRIGATION OR SIMILAR.CONTRACTOR SHALL ENSURE BUILDING WALLS AND WINDOWS BE SEEDED ACCORDING TO SPECIFICATIONS ON THIS SHEET. WILL NOT BE DAMAGED OR STAINED BY IMPROPER IRRIGATION INSTALLATION OR POOR SELECTION OF FIXTURES.SYSTEM SHALL INCLUDE ALL APPURTENANCES&BE APPROVED BY SHEET TITLE OWNER. 2. IRRIGATION CONTRACTOR SHALL PROVIDE A METHOD FOR WINTERIZATION.WINTERIZATION LANDSCAPE NOTES SHALL BE PERFORMED BY CONTRACTOR UPON COMPLETION IF SYSTEM IS INSTALLED BETWEEN NOVEMBER 1 AND MARCH 31. SCALE: AS SHOWN 3. G 4. G.C.TO ENSURE ANY AND ALL SPRINKLER HEADS ARE AIMED APPROPRIATELY FOR SHEET NUMBER' LANDSCAPING SO AS NOT TO INTERFERE WITH CUSTOMERS IN DT LANE. L-001 T T T T T T T t T -- - T T ` ' — ; 1/d Ud Ud -1/d 1/d 1/d 1/d 1/d 1/d 1/d 1/d l/d Ud. , = _Ud -i/d Ud ° ° 4 \ \ 26"DF \4 D D ) y ' ` 5 Ct 0 3-Bx A57 3-BX I a 28 D . / T \ 32 D 5 c1 uwN 5-0 uwN {I - uwrl ------- - ------�� II ,, LAWN /i i t - tAWN O O O ��* •`t L s � � � ' / • I - ,� V y ©2017 STARBUCKS COFFEE COMPANY ` 8„D ` 0 10 <. " am b ST . L�� . 21-Mr D ° i s zo STARBUCKS COFFEE 1-zs 8Mr ° e sA9 _r 1.=10' COMPANY • 5-Nd a.oc Zr 10-0c Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH — SEATTLE WASHINGTON 98134 D ♦ • (206) 318-1575 T'�� — e D ^~ • ♦ _ • 3-Ag THESE DRAWINGS AND SPECIFICATIONS ARE ± v — — © ♦ O O O O O 'V -- — —_ uWN CONFIDENTIAL AND SHALL REMAIN THE SOLE 1 ,L 3-Bx ''s PROPERTY OF STARBUCKS CORPORATION, ° . L 7-Cd WHICH IS THE OWNER OF THE COPYRIGHT IN • 343xy D REPRODUCEWORK IN WHOLE OR IN PART), SHARED • WITH THIRD PARTIES OR USED IN ANY MANNER o I ON OTHER PROJECTS OR EXTENSIONS TO THIS • , ° 7 PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. • D THESE DRAWINGS AND SPECIFICATIONS ARE • -;_� INTENDED TO EXPRESS DESIGN INTENT FOR A J I PROTOTYPICAL STARBUCKS STORE(WHICH IS + + + D % D` 11 0c SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. ' ♦y• D ° FRI ° k NONEITHER ABILITY TO THE OTHER (EXCEPTVE ANY S OBLIGATION s D ABOVE)UNTIL A WRITTEN AGREEMENT IS D FULLY EXECUTED BY BOTH PARTIES. ' STARBUCKS TEMPLATE VERSION i2017.07.28 Y D ° HO El 0 e D 5-Dc GPD Engineering n Architecture ° a d ° DO 9 9 } 324Ar ^Q D ° - 5•Ag Professional Corporation } 9-Cd 1-Ar 520 SOUTH MAIN ST., SUITE 2531 AKRON,OH 44311 P G D PROJECT NO: 2016355.42 D< \> 8 D < k �, ❑ P. L P/L P ° ) P/L D ElE] 7.Eu �S7414 a�GIN PRO" FSSi i � —_ Oil Qv 92464P4P 1-Ar ❑ 8-Eu ❑ OREGON 5-PI ❑ '32r11. 02/28/19 EXPIRES-06/30/2020 5-PI W 12-Eu 7-Eu 1-Ar 9-Eu 'T _�\ 4131 - _ _ —�� 94n M 21 A ° Y /ll I // ❑ Ell 10 �O/) El 0 El El �� ❑ ❑ LEGEND W = // ❑ ❑ ADD " D �l z U � II LL N EXISTING TREE AND 0 &j U DIAMETER SIZE W Q L1ry .1a" O 0 0 EXISTING SHRUBS Z Q U) 0 w rrn�n LU O Q V CV ---------- PROPOSED LANDSCAPE BED EDGE d Of STORE #: 418 IRRIGATION NOTE: PLANT LIST GC TO ENSURE ANY AND ALL SPRINKLER PROJECT #: 04753-029 HEADS ARE AIMED APPROPRIATELY FOR ISSUE DATE: 2/25/19 Symbol Botanical Name Common Name Qty. Min. Size Condition Remarks LANDSCAPING SO AS NOT TO INTERFERED p DESIGN MANAGER: JOHN PARK WITH CUSTOMERS IN DRIVE-THRU LANE. PROPOSED TREES LEEDOAP. PRODUCTION DESIGNER: GPD GROUP Ag Abelia x grandiflora Glossy Abelia 21 24" H Cont. 3' o/c CHECKED BY: Ar Acer rubrum'Bowhall' Bowhall Maple 4 24" Box Box Specimen Revision Schedule Undernround '- 1d: Bx Buxus semervirens'Suffruticosa' Edging Boxwood 18 24"H Cont. 4'o/c Rev Date _2L Description Ct Choisya ternata2 Working Days 'Aztec Pearl' Mexican Ternate Orange 30 30" H 88B 4' o/c OO�\�/��O AND PERENNIALS PROPOSED SHRUBS,GRASSES Cd Cotoneaster dammeri'Coral Beauty' Bearberry Cotoneaster 16 No. 3 Cont 5'o% Before You Dig Dc Deschampsia cespitosa Tullted Hair Grass 43 No. 2 Cont 2'o/c r Eu Euonymus japonicus'Aureo marginatus' Golden Euonymus 43 No. 3 Cont. 3' PROPOSED PLANT o/c ' x" SHEET TITLE QUANTITY AND SYMBOL Mr Mukdenia rossii 'Karasuba'CRIMSON FANS Red-Leafed Mukdenia 61 No. 1 Cont. 24"o/c, triangular spacing uwN PROPOSED SODDED AREA LANDSCAPE PLAN Nd Nandina domestica'Firepowee Heavenly Bamboo 5 18"H, No. 3 Cont. T o/c PROPOSED GROUND COVER, SCALE: AS SHOWN PI Prunus laurocerasus'Otto Luyken' Cherry Laurel 30 24"H B&B S o/c SEE PLANT LIST SHEET NUMBER. Zs Zelkova serrata Japanese Zelkova 2 24"Box Box Specimen L-101 AL SET 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 :III=11H11 — _ SEATTLE, WASHINGTON 98134 �I SCARIFY SIDES OF 206 318-1575 X11 -111 PLANTING HOLE. �l II—mL!= '''I 11PLANTING SOIL PER THESE DRAWINGS AND SPECIFICATIONS ARE SPECIFICATIONS. CONFIDENTIAL AND SHALL REMAIN THE SOLE ~12X BALLBREAK 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 ON OTHER PROJECTS OR EXTENSIONS TO THIS BALL & BURLAP SECTION PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. SET TOP OF ROOT CROWN 1"ABOVE THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A FINISHED GRADE. 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 9D SCARIFY SIDES OF PLANTING ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. 0101— HOLE. 110101 1I F-111=111 STARBUCKS TEMPLATE VERSION i2017.07.28 `;Ill„ —I III 11-1111=II�1 PLANTING SOIL PER 2 X BALL SPECIFICATIONS. CONTAINER SECTION A` GENERAL NOTES: GPD Engineering and Architecture 1. PRUNE ROOTS IF BALL IS ROOTBOUND. Professional Corporation 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 aE0 PRope FILL AS NECESSARY. MULCH AT EDGE(FLUSH WITH TOP OF `g��NGINC SS1 LAWN). �� is FR 01, 4 92464P y SHRUB PLANTING DETAIL ORGANIC MULCH PER A3 SPECIFICATIONS. N.T.S. OREGQN 02/28/19 x\ KIVI -11 i 1 i 1T-til TI11 11nlil—=III— ' E1fPtRE�:06/30/2020 PLANTING SOIL AS SPECIFIED w EXISTING SOIL �� N NOTES � )V/ zl$ 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... LLJ RUBBER HOSE AS SPECIFIED. 7 = PLANT ROOT BALL SO THAT ROOT FLARE IS ABOVE U N GRADE. LL NEARTH SPADE EDGE DETAIL - ti MULCH PER SPECIFICATIONS,MULCH SHALL NOT 62 N.T.S. O LliW a TOUCH TRUNK. REMOVE TOP 1/2 OF BURLAP,TWINE, ROPE AND :iE Q p O 2'-13" R TYP. BASKET FROM ROOTBALL.REMOVE ANY EXCESS SOIL Q 0 FROM TOP OF ROOTBALL TO EXPOSE ROOT FLARE. Z < C/) 1'-0" MIN LU (11 LU p Q 2"X 4"WOOD STAKE PLANT PERENNIALS AT THE SAME LEVEL �J N THEY WERE GROWN IN THE NURSERY. 1 d FINISHED GRADE 600' STORE #: 418 — — I— — PLANTING SOIL PER SPECIFICATIONS. PROJECT #: 04753-029 � = ORGANIC MULCH PER SPECIFICATIONS. 1 �II�I1�11_ =TI III==1 _ 2/25/16 =1TIT T IIITfm— 1m11 —m= — SCARIFY SIDES OF PLANTING HOLE DESIGN MANAGER: JOHN PARK 2 X BALL DIAMETER BREAK 6"SUB-SOIL AS NECESSARY LEED PRODUUCTICTI ON DESIGNER: GPD GROUP CHECKED BY: FINISHED GRADE Revision Schedule GENERAL NOTES: Rev Date B Description 1. IF ROOTBALL IS WRAPPED IN NOWBIODEGRADEABLE BURLAP, REMOVE ENTIRE WRAP AFTER PLACED IN PIT. PLANTING SOIL MIXTURE PER SPECIFICATIONS. 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 PUDDLE AND FILL AS NECESSARY. INDICATED SHEET TITLE: SHADE TREE PLANTING DETAIL PERENNIAL PLANTING DETAIL LANDSCAPE DETAILS Al N.T.S. (FY N.T.S. SCALE: AS SHOWN SHEET NUMBER: L-501