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Plans (3) S 1209-00009 NItte STARB U C KS OFFICE COPY IMPROVEMENT PLANS , RECEIVED MAR 2 1 2019 CITY OF TlGARD ; Ahhi. BUILDING DIVISIONo 02017 STARBUCKS COFFEE COMPANY CITY oPTIGARD STARBUCKS COFFEE ilEVIEWf<p FOR CODE COMPLIANCE COMPANY 2401 UTAH AVENUE SOUTH Approv 16200 SW PACIFIC HIGHWAY #Z3 OTC: SEATTLE, WASHINGTON 98134 (206) 318-1575 TIGARD OR 97224 permit #:S--laolel- 000 Qq Address: O� Pc, F �� THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE 212�'�O Suite #: PROPERTY OF STARBUCKS CORPORATION, $r . ! Date: 4 • 4 • La WHICH IS THE OWNER OF THE COPYRIGHT IN r THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER Cityof Tigard Erosion ,#'.: ON OTHER PROJECTS OR EXTENSIONS TO THIS 9PROJECT WITHOUT THE PRIOR WRITTEN To Schedule Inspections: CONSENT OF STARBUCKS CORPORATION Call (503) 639-4175 THESE DRAWINGS AND SPECIFICATIONS ARE Initial inspection: INTENDED TO EXPRESS DESIGN INTENT FOR A Prior tofooting inspection PROTOTYPICAL STARBUCKS STORE (WHICH IS Final inspection: SUBJECT TO CHANGE AT ANYTIME) AND DO Prior to final building inspection NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NORTH NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS VICINITY MAP N.T.S. E FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12017.07.28 1 Civ SW fah Mount On MI "11.1111111:111 GPD Engineering and Architecture Professional Corporation OWNER 520 SOUTH MAIN ST., SUITE 2531 PROJECT DESCRIPTIONilb AKRON, OH 44311 �it���,��Public Golf Course P: 330-572-2100 F: 330-572-2101 STARBUCKS COFFEE COMPANY THE PROJECT SITE IS AN EXISTING BANK BUILDING THAT WILL REDEVELOPED INTO A STARBUCKS RON BLANCHETTE GPD PROJECT NO: 2016355.42 COFFEE SHOP WITH A DRIVE-THRU AND PARKING LOT. ALL SITE UTILITIES ARE EXISTING AT THE 503.572.4345 BUILDING AND WILL BE UTILIZED UNLESS OTHERWISE NOTED IN THE PLANS. THE SITE IS PART OF A 'PROJECT SITE ( 2401 UTAH AVENUE SOUTH .0 PROP SEATTLE,WA 98134 coy' txGI?leo Rite LARGER SHOPPING CENTER WHERE DETENTION IS ASSUMED TO BE ACCOUNTED FOR. WATER y QUALITY WILL BE PROVIDED AS REQUIRED BY CITY OF TIGARD AND CLEAN WATER SERVICES. -'4'ow,, SURVEYOR - id DURYEA&ASSOCIATES OREGON' MITCH DURYEA ittr . , Ts<1 ���� �,� 509.465.8007 �::: . -(i 9 2702 NORTH PERRY STREE:- SPOKANE,WA 99207 EXP1R S 06/30/2020 W Ct Q D co It CO w Z U (N LL- N VALIDITY of = F6 Q a) THE ISSUANCE OF A PERM'T n O u_ CC BASED ON CONSTRUCTION W � Q INDEX OF DRAWINGS DOCUMENTS AND OTHER / DATA SHALL NOT PREVENT Z LJ.. < U) 0 THE CODE OFFICIAL FROM TITLE SHEET T-001 REQUIRING THE CORRECTION W W 0 Q ALTA 1 OF 1 OF ERRORS. OSSC 105.4 O 0 O CD GENERAL NOTES C-001 a D,: CCC) _ DEMOLITION PLAN C-101 a .c— (— SITE PLAN C-111 STORE #: 418 GRADING PLAN C-121 . PROJECT #: 04753-029 SWPP PLAN c_131 PLAN REPRODUCTION WARNING ISSUE DATE, 2/25/19 DESIGN MANAGER: JOHN PARK SWPP NOTES C-132 THE PLANS HAVE BEEN PREPARED LEEDOAP: UTILITY PLAN C-141 FOR PRINTING ON ANSI D (34"x22") PRODUCTION DESIGNER: GPD GROUP CHECKED BY: DETAILS . . . . . . C-501 SHEETS. PRINTING ON OTHER SIZE UTILITY DETAILS SHEETS MAY DISTORT SCALES. Revision Schedule C-502 OREGON ADA DETAILS C-503 REFER TO GRAPHIC SCALES. Rev Date By Description LANDSCAPE NOTES L-001 LANDSCAPE PLAN. . . . L-101 LANDSCAPE DETAILS . . . L-501 " 2 WorkingDays pt y M���+ SHEET TITLE. Before You Dig 'way TITLE SHEET SCALE: AS SHOWN SHEET NUMBER: T-001 LEGEND: NOTES AND COMMENTS: PARENT PARCEL LEGAL DESCRIPTION: - - ^ROPERTY LINE 1) 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 Co ORANGE PLASTIC CAP MARKED 2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD �' "GAY W. CHELL PLS. 42649" INSURANCE RATE MAP NO. 41067C0543E WHICH BEARS AN EFFECTIVE PARCEL 1 OF PARTITION PLAT NO. 2004-015, IN THE CITY OF TIGARD, COUNTY OF DATE OF NOVEMBER 4, 2016 AND IS NOT IN A SPECIAL FLOOD HAZARD 3.' . BUILDING SETBACK LINE �' 4.,'` BEARS (0.13 SOUTH, 0.14 EAST) WASHINGTON AND STATE OF OREGON. CENTERLINE 4 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 ' .'���o / 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. L'" CONCRETE CURB - 10.49' EDGE OF ASPHALT N89'55'20"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 /4:.9. MORE OR LESS. DESCRIBED IN THE COMMITMENT FOR TITLE INSURANCE NUMBER NCS-834010- / TEMPORARY BENCHMARK: HOU2 DATED JANUARY 26, 2017. CRICK WALL CHISELED X ON SOUTHEAST 4) PER THE CITY OF TIGARD PLANNING DEPARTMENT, THIS SITE IS FLANGE BOLT OF FIRE HYDRANT CURRENTLY ZONED GENERAL COMMERCIAL (C-G); FIRST AMERICAN TITLE INSURANCE COMPANY 'CONCRETE SURFACE 7ELEV: 174.51' (NGVD 1929) ZONING REQUIREMENTS FOR THIS SITE: / SETBACKS: COMMITMENTN0. NCS-834010-HOU2 FIRE HYDRANT ' ' FRONT: DFEET SCHEDULE B - EXCEPTIONS; �� L/s SIDE: 20FEET8) WARRANTY DEED WITH RIGHT OF ACCESS RESERVATION RECORDED MAY ® WATER METER REAR: 20 FEET 1,1952, IN BOOK 332, PAGE 387; MODIFIED BY INDENTURE OF ACCESS, Da WATER VALVE • HEIGHT: 45 FEET RECORDED FEBRUARY 5, 1988, RECORDING NO. 88005090; AFFECTS iLOT COVERAGE: MAXIMUM SITE COVERAGE 859 PROPOSEDLEASEAREA, PLOTTEp.© GAS METER �� WE COME TO THE '� N. PARKING: PER FIGURE 18.620.1 - NO MINIMUM NUMBER OF SPACES 9) WARRANTY DEED WITH RIGHT OF ACCESS RESERVATION RECORDED JUNE QS SANITARY SEWER MANHOLE �arr OF TIGARD / REQUIRED. 24 ,1952, IN BOOK 334, PAGE 98; MODIFIED BY INDENTURE OF ACCESS, Oco SANITARY SEWER CLEAN OUT ' 3. 4._. _ / II N. 5) THE BUILDING AREA SHOWN HEREON WAS DETERMINED BY THE FIELD OFC ACCESS,ORDED RECORDED FEBRUARYNE 26, 1972, IN 05,K 8 1988,74, A ECORDINGGE 100; ONO.188005090ED BY ENTURE Olvc IRRIGATION CONTROL VALVE / t/5 I MEASUREMENTS OF THE EXTERIOR WALLS AT GROUND LEVEL. AFFECTS PROPOSED LEASE AREA, PLOTTED. ❑ CATCH BASIN / / ASPHALT SURFACE \ 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 LI TELECOMMUNICATION RISER / II AREA, NOT PLOTTED. Or TELECOMMUNICATION VAULT 7) THE NDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM ' / L, PLANS AND MAPS PROVIDED BY THE CITY OF TIGARD AND VERIFIED BY 11) RESERVATION OF UTILITIES IN VACATED STREET AREA AND THE RIGHT TO . THE VISIBLE SURFACE FEATURES OF THESE UTILITIES AND MARKINGS MAINTAIN THE SAME AS SET FORTH IN ORDINANCE NO. 75-29; UNABLE TO 17 LIGHT STANDARD / J PROVIDED BY A 811 UTILITY LOCATE SERVICE PURSUANT TO SECTION DETERMINE AFFECT, DOCUMENT NOT PROVIDED. • 17 ELECTRIC JUNCTION BOX J { 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, Cr) ELECTRIC METER / l UTILITY LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND RECORDING NO. 87030100; AFFECTS PROPOSED LEASE AREA, PLOTTED. E STORM DRAIN VAULT ' r iii UTILITY LINES. 5cr_-. ! / 5 13) DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED E ELECTRIC VAULT / \ 8) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE JUNE 12, 1987 , RECORDING NO. 87030100; MODIFIED BY FIRST AMENDMENT EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, I P l POWER TRANSFORMER / JII BUILDING ADDITIONS WITHIN RECENT MONTHS. RECORDED JULY 9, 1999, RECORDING NO. 99082160; AFFECTS PROPOSED -� -r SIGN • LEASE AREA, NOT PLOTTED, GENERAL IN NATURE. / 9) PURSUANT TO THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT • DECIDUOUS/CONIFER TREE WITH 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 ' / Oplvc ' rf HOME STREET BANK ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY. GENERAL IN NATURE. /1 DRIVE THRU UNDERGROUND SANITARY SEWER LINE / / AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE 15) DEVELOPMENT AGREEMENT RECORDED JUNE 12, 1987, RECORDING NO. RIM-164.44' OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. UNDERGROUND WATER LINT / / y ASPHALT suRFACE 87030101; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN I 8" I.E. (N)=162.74' NATURE. UNDERGROUND GAS LINE / 10) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD • • RIM=165.10' UNDERGROUND FIBER OPTIC LINE ' rn / 8" I.E. (5)=163.40' DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST. 16) MEMORANDUM OF LEASE RECORDED DECEMBER 8, 1988, RECORDING NO. y'�1 I 8854662; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN UNDERGROUND ELECTRIC LINE ' ✓ 11) PURSUANT TO TABLE A, ITEM 19, THERE ARE NO APPURTENANT NATURE. EASEMENTS LISTED IN THE REFERENCED TITLE REPORT. L/s LANDSCAPED AREA • ~ 1 17) COVENANT NOT TO COMPETE RECORDED DECEMBER 8, 1988, RECORDING T.E. TRASH ENCLOSURE I / 12) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY: NO. 8854663; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN l I �% IJ5 SW PACIFIC HIGHWAY (HWY 99W) NATURE. • FOUND AS NOTED ' !BENCHMARK/TEMPORARY BENCHMARKI13) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE22) RESTRICTIVE COVENANT RECORDED MAY 17, 1999, RECORDING NO. ❑ I IOWNER SUPPLIED TITLE REPORT. NON-PLOTTABLE EASEMENTS ARE99059950; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL iN ' .4. ' I NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OURNATURE. 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 ' ►1 �4 s G L/S II Js ro gal • PARTITION PLAT NO. 2004-015 IN NATURE. ct- L. (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 • NO. 2007063006; AFFECTS PROPOSED LEASE AREA, PLOTTED. 1 ) . 15) THE PARENT PARCEL RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE. ' dIllt ) Q 25) RESTRICTIVE COVENANT (FUTURE STREET IMPROVEMENTS) RECORDED 0 16) BASIS OF BEARINGS JULY 23, 2007, RECORDING NO. 2007-080415; DOES NOT AFFECT PROPOSED J 4 II 763p THE BEARING OF SOUTH 8819'48" WEST ALONG THE SOUTHERLY LEASE AREA, NOT PLOTTED. ti I ❑ll 1 HOME STREET BANK LINE OF THE PARCEL 1 AS SHOWN UPON THAT CERTIAN MAP 24) PGE SERVICE EASEMENT RECORDED APRIL 9, 2009, RECORDING NO. ' 1 STORY BRICK BUILDING ENTITLED "PARTITION PLAT NO. 2004-015" RECORDED AS Q J DOCUMENT NO. 2004034016, WASHINGTON COUNTY RECORDS, 2009029979; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, BLANKET IN rf• v r AREA = 2,177 SQ. FT. (*FOOTPRINT SURVEY. NATURE. HEIGHT = 17.1' (7/..:_is WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS a + / 3s• --_- FF ELEV,=166.56' VERTICAL QATU�+I; ' 1 `1 ' 17) THERE ARE NO GAPS, GORES OR OVERLAPS BETWEEN THE SUBJECT pENCHMARK: 4Z I i L'= t.-1\) PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS CITY OF TIGARD BENCHMARK NO. 68; FOUND 2 1/2" BRASS DISK IN TRAFFIC • ' 1 11a° OF WAY SHOWN ON THIS SURVEY. SIGNAL CONTROL PAD IN SIDEWALK. HAVING A PUBLISHED ELEVATION OF 1►{ '1 THERE ARE NO INTERIOR GAPS. GORES OR OVERLAPS BETWEEN THE 191.02' (NGVD 1929) ' 1 ' PARCELS WITHIN THE SUBJECT PROPERTY. ON-SITE TEMPORARY BENCH MARK; • ' _ 1 CHISELED "X" ON SOUTHEAST FLANGE BOLT OF FIRE HYDRANT HAVING • ----- 3 18) TAX MAP PARCEL NO. 2S 1 15BA - TL 2500 AN ELEVATION OF 174.51' (NGVD 1929). ' MMq Nc p J ori ` 1 ' ' 19) THIS IS AN AS-BUILT SURVEY PREPARED IN ACCORDANCE WITH THE POSSIBLE ENCROACHMENTS; .zi '. •na• `*� II �/ ! MINIMUM SURVEYS. DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE THERE ARE NO ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING 1 !1 4 `i' ( `1 �1 / \ PROPERTY ONTO SUBJECT PROPERTY, AND NO ENCROACHMENTS BY ' « « I / U 20) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING _Tss� �'�'v I �`~. / �� PROPERTY OR OVER ANY PLOTTED OR PLOTTABLE EASEMENTS. � / ` EXTENDED COVERAGE TITLE INSURANCE POLICY I • /1 • �_� /s �I Q 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. / J ./ 0; IREGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND lsfcN: I 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 I j 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 / ' ©INImmt ' 1 O O 1 Lis 22) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED MAPS AND DRAWINGS- NO RESPONSIBILITY OR LIABILITY IS EXPRESSED NSPS, and includes Items 2, 3, 4, 6(a), 6(b), 7(a), 7(6){1}, 7(c), 8, 9, 11, 13, J14, 16, 17, 18, 19, 20 AND 21 of Table A thereof. • / OR IMPLIED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND The field work was completed on August 31, 2017. 435' UNRESTRICTED ACCESS • - / DRAWINGS. { 88005090) I f / 1 ASPHALT SUREACE� REGISTERED s. • .eIvc 1 / I LANDSURVEYOR NAL • --- � ' 1 RkM=163.SY 1 I z `�`.�•� 12" I.E. (NW)=160.22' (STUB) ---- ------� ! OCO 1 2' I.E. (sw)=159.87' 1 I la 1 I L,5 SIGN: / 1 P R E L I M I N A RY0/26/2017 ' ceEASL O I Mitchell Duryea Date GREAT CLIPS I 12 OREGON ANYTIME FITNESS RAP I PLS 59638 / GNc I ' RIM-1s2.a3' JULY 11, 2000 POSTAL CONNECTION! 8" I.E. (N)=160.58' / Exp. 12/31/2017 • i BLISS NAIL & SPA r • - • Ci�' 8" I.E. (E)-16o,03' 15' SEWER EASEMENT mitchOduryea-associates.Com MITCHELL DURYEA ' L=161,37. 1 (#87030098) I + #59638 12" I.E.iSW)=158.87' J SW DURHAM RD r __ !' RIM-163.04' - • n • 12" I.E. (N))=159.79' 1 1 EXPIRES 12/31/2017 L;S 8" I.E. (NE)=160.04' l / 1 _ RIM-160.56' j / D 12" I.E. (5)-159.69' I 12" I.E. (CEN R)=156.81' ) _ - • • • • • • /• 1 / , SITE RIM=158.84• - I �0 I -- I 28" I.E. (CENTER)=152.94' • 1 ALTNSPS LAND TITLE SURVEY / ' co riiitT ASPHALT SURFACE O II° STARBUCKS ' - _ - - - - RIM='64.'7' 16200 SW PACIFIC HIGHWAY 8" I.E. (NE)=157.97' \ '�- 8" I.E. (W)=,55.97' TIGARD, OR. ' / - � � s - - - - - � - - � ROYAL � -- - - - - -.. - - - 24 VILLA D / 15' WATER LINE EASEMENT � URYEA �� -i / i (#2007063006) VICINITY MAP � �') So NOT TO SCALE ` J/ & A S S O C I A T E S V� Surveying and Mapping • I 7 ' / - LBASIS OF BEARINGS) - -- -- - - 2702 N. Perry Street Spokane, WA 99207 (509) 465-8007 sasls4s"w a GRAPHIC SCALE www.du ea associates.com -- r 650.45' - N - rY FOUND 5/8" REBAR NO CAP 20 o 10 20 40 ao DATE: AUGUST 2017 SHEET: BEARS (0.02 SOUTH, 0.35 EAST} RIM=157.59' SCALE: 1"=20' 12" I.E. (CENTER)=154.64' ( IN FEET ) 1111 OF / ❑ 1 inch = 20 ft. PROJECT SURVEYOR: MJD DRAWN BY: ALH LAST DATE OF REVISION: 10/25/17 JOB NO.: 17--2302B 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 *** 1.A. 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). PRIOR TO COMMENCING DEMOLITION OPERATIONS(WHEN APPLICABLE). CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND 1. SANITARY SEWER LATERAL INVERT AT BUILDING SHALL BE A MINIMUM OF 3'BELOW FINISH .. ., Ilk1.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 FLOOR. EXISTING 1.C. DISCONNECTING,CAPPING OR SEALING,AND ABANDONING/REMOVING SITE UTILITIES IN PERMITTING AUTHORITIES. EXISTING GRADE. , 711 PLACE(WHICHEVER IS APPLICABLE). 2. CLEAN-OUTS TO BE INSTALLED AT ALL PIPE BENDS AND ANGLES,UNLESS A MANHOLE IS _,,I EXISTING CATCH BASIN 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 INDICATED. 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. g' EXISTING GAS METER SALVAGED,OR TO REMAIN. MEASURES TO PROTECT EXISTING DRAINAGE FACILITIES.CONTRACTOR SHALL PREVENT 3. THE CONTRACTOR SHALL HIRE A LOCAL PLUMBER LICENSED WITH THE LOCAL SANITARY SILTATION FROM LEAVING THE SITE AT ALL TIMES. JURISDICTION TO MAKE ALL CONNECTIONS FROM THE BUILDING TO THE EXISTING SANITARY 3. THE ALTA/NSPS LAND TITLE SURVEY BY DURYEA&ASSOCIATES, DATED 10/25/17 SHALL BE ❑1 EXISTING TELEPHONE PEDESTAL 3. REMOVE,REINSTALL,AND RELOCATE: REMOVE ITEMS INDICATED; CLEAN, SERVICE,AND CONSIDERED A PART OF THESE PLANS.THE G.C. IS RESPONSIBLE FOR LOCATINGLATERAL CONTRACTOR SHALL SECURE A SANITARY SEWER CONNECTION PERMIT PRIOR TO OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT AGAINST DAMAGE.REINSTALL 4. STRIP BUILDING AND PAVEMENT AREAS OF ALL ORGANIC TOPSOILS.STOCKPILE SUITABLE ANY CONSTRUCTION.THE CONTRACTORS PRICE FOR SANITARY SEWER INSTALLATION TELEPHONE VAULT O IMPROVEMENTS PER THESE PLANS. TOPSOILS FOR RESPREADING ONTO LANDSCAPE AREAS.ALL EXCESS EXCAVATED T EXISTING C 2017 STARBUCKS COFFEE COMPANY ITEMS IN LOCATIONS INDICATED, SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE LOCAL SANITARY MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE. JURISDICTION TO PROVIDE A COMPLETE WORKING SERVICE.COORDINATE ALL WORK WITH 4. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD P, EXISTING ELECTRICAL VAULT STARBUCKS COFFEE 4. EXISTING TO REMAIN: PROTECT ITEMS INDICATED TO REMAIN AGAINST DAMAGE AND SOILING SURVEYS AND CITY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CITY OF TIGARD PUBLIC WORKS DEPARTMENT, L THROUGHOUT CONSTRUCTION.WHEN PERMITTED BY THE ENGINEER, ITEMS MAY BE 5. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS.THE REMOVED A CONSTRUCTION. ION.WHEN PROTECTED TE BY IN RHOUMT CONSTRUCTION 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 STARTING CONSTRUCTION.NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE MATERIALS AND REPLACING WITH SUITABLE MATERIALS. UNLESS OTHERWISE SPECIFIED IN II EXISTING ELECTRICAL METER COMPANY 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 JOINTS PER ASTM 3212. 240 UTAH AVENUE SOUTH WITH THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL WATER NOTES SEATTLE, WASHINGTON 98134 5. CONTRACTOR SHALL SCHEDULE DEMOLITION ACTIVITIES WITH THE CONSTRUCTION/PROJECT 5, ALL DIMENSIONS,GRADES,AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE BASED SPECIFICATIONS. -3 L EXISTING ELECTRICAL TRANSFORMER (206) 318-1575 MANAGER INCLUDING THE FOLLOWING: ON ALTAINSPS 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%OF THESE DRAWINGS AND SPECIFICATIONS ARE ENDING DATES FOR EACH ACTIVITY. PLANS. DIAMETER SHALL BE AS NOTED ON THESE PLANS(SHEET UTILITY PLAN)AND SHALL 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 CONTENT CONFIDENTIAL AND SHALL REMAIN THE SOLE 5.8. 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 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 GREATER. WHICH IS THE OWNER OF THE COPYRIGHT IN ELECTRICAL,OR MECHANICAL CONDITIONS. CONTRACTOR SHALL RETAIN A QUALIFIED SOILS ENGINEER REGISTERED WITHIN THE STATE SUCH NOTIFICATION HAS NOT BEEN GIVEN. TO MAKE GEOTECHNICAL RECOMMENDATIONS BASED ON FIELD CONDITIONS,AND ENSURE EXISTING CONCRETE THIS WORK. THEY SHALL NOT BE THAT ALL SHORING AND DEWATERING MEANS AND METHODS WILL NOT COMPROMISE THE 2. CONSTRUCTION AND MATERIALS PROVIDED BY THE WATER COMPANY: REPRODUCED (IN WHOLE OR IN PART), SHARED 6. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS 6. ALL WORK WITHIN THE RIGHTS OF WAY SHALL BE IN ACCORDANCE WITH THE GOVERNING • EXISTING WATER SERVICE TO BE UTILIZED.CONTRACTOR TO CONFIRM NO UPGRADE IS WITH THIRD PARTIES OR USED IN ANY MANNER BEFOREGULOR DEMOLITION. COMPLY WITH HAULING AND IONS OFSTABILITY 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 JURISDICTION AND SPECIFICATIONS. HIRE AN INDEPENDENT GEOTECHNICAL ENGINEER MAY BE WAIVED IF AN OWNER HIRED • TAP MAIN IF NEEDED. PROJECT WITHOUT THE PRIOR WRITTEN AUTHORITIES HAVING JURISDICTION. GEOTECHNICAL ENGINEER IS ONSITE.THE OWNER RESERVES THE RIGHT TO REQUEST • FURNISH AND INSTALL CURB STOP&BOX AND WATER METER IF NEEDED. RNV 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, 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 • COORDINATE ALL WORK WITH THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT. _ INTENDED TO EXPRESS DESIGN INTENT FOR A - OH EXISTING OVERHEAD UTILITY LINES PROTOTYPICAL STARBUCKS STORE 8. OBTAIN APPROVED BORROW SOIL MATERIALS OFF-SITE WHEN SUFFICIENT SATISFACTORY AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS. (WHICH IS 8. CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPP MEASURES PROTECTING EXISTING NOTIFY PROJECT CONSTRUCTION MANAGER IF ANY UNSUITABLE SOILS ARE FOUND. 3. CONSTRUCTION MATERIALS PROVIDED BY THE CONTRACTOR: SUBJECTTTO CHANGE AT ANYTIME)AND DO SOIL MATERIALS ARE NOT AVAILABLE ON-SITE. DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY PHASE OF THE • FURNISH AND INSTALL COPPER SERVICE LINE FROM METER TO BUILDING IF NEEDED. GAS EXISTING UNDERGROUND GAS LINES NOT REFLECT ACTUAL SITE CONDITIONS. SITE CONSTRUCTION OR LAND ALTERATION.(SEE SWPP PLAN). 7. FOLLOWING GRADING OF SUBSOIL TO SUBGRADE ELEVATIONS THE CONTRACTOR SHALL • ALL TRENCHING AND BACKFILLING. NEITHER PARTY SHALL HAVE ANY OBLIGATION 9. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM CONFIRM SERVICE SIZE PRIOR TO START OF CONSTRUCTION, ST EXISTING UNDERGROUND STORM LINES NOR LIABILITY TO THE OTHER (EXCEPT STATED PLACE TOPSOIL TO A 6"DEPTH IN ALL DISTURBED AREAS WHICH ARE NOT TO BE PAVED. AGAINST DAMAGE THROUGHOUT CONSTRUCTION OPERATIONS. 9. UPON COMPLETION OF PROJECT,CONTRACTOR SHALL CLEAN THE PAVED AREAS PRIOR TD ABOVE) UNTIL A WRITTEN AGREEMENT IS 9.A. SNOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES, SMOOTHLY FINISH GRADE TO MEET SURROUNDING LAWN AREAS AND ENSURE POSITIVE 4. CONTRACTOR SHALL PROVIDE 100% IRRIGATION PER CONSTRUCTION/PROJECT MANAGER -- SAN EXISTING UNDERGROUND SANITARY LINES FULLY EXECUTED BY BOTH PARTIES. REMOVAL OF TEMPORARY SEDIMENT CONTROLS,AS DIRECTED BY THE CITY AND/OR DRAINAGE,STOCKPILED TOPSOIL SHALL BE SCREENED PRIOR TO RESPREADING. TOPSOIL AND CITYNILLAGEITOWNSHIP 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 SHALL BE FREE OF SUBSOIL,DEBRIS, BRUSH AND STONES LARGER THAN 1"IN ANY -- VV EXISTING UNDERGROUND WATER LINES CND C CONSTRUCTION/PROJECT MANAGER AND IRRIGATION CONSULTANT PRIOR TO PAVEMENT I STARBUCKS TEMPLATE VERSION i2017.07.28 JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING 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 AND CURB INSTALLATION. 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. - E - EXISTING UNDERGROUND ELECTRIC LINES SITE AT CONTRACTOR'S EXPENSE. ELECTRICAL NOTES 10. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN 8. ELEVATIONS GIVEN ARE AT BOTTOM FACE OF CURB AND/OR FINISHED PAVEMENT GRADE 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%SLOPE TOWARD THE 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 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 UTILITY SERVICES SERVING THE SITE. 2. SEE ELECTRICAL SHEETS FOR ALL DEDICATED EXTERIOR BUILDING AND SIGN LIGHTING GPD Engineering and Architecture 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 3. ALL PARKING LOT LIGHTING WIRING SHALL BE NO. 10 AWG IN 3/4"PVC DUCT. 520 SOUTH MAIN ST-, SUITE 2531 CONTRACTOR OR SUBCONTRACTORS. OTHERWISE INDICATED ON GRADING PLAN). AKRON, OH 44311 12. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO P: 330-572-2100 F: 330-572-2101 ADJACENT BUILDINGS AND FACILITIES TO REMAIN.ENSURE SAFE PASSAGE OF PEOPLE 10. CONTRACTOR SHALL PROVIDE BUTT END JOINT TO MEET EXISTING PAVEMENT IN ELEVATION 4. WHEN INSTALLINGCVERTICAL SWEEPS FOR UTILITY CONDUITS, CONTRACTOR SHALL USE 4" 12. THE CONTRACTOR SHALL RUN AN INDEPENDENT VERTICAL CONTROL TRAVERSE TO CHECK GPO PROJECT NO: 2016355.42 AROUND DEMOLITION AREA. BENCHMARKS AND A HORIZONTAL CONTROL TRAVERSE THROUGH THE REFERENCED AT DRIVE RETURNS AND ENSURE POSITIVE DRAINAGE. SCHD.80 DUCTS. EXISTING TREE 12.A, ERECT TEMPORARY PROTECTION,BARRICADES AS PER LOCAL GOVERNING PROJECT CONTROL DATUM TO CONFIRM GEOMETRIC DATA. IT IS THE CONTRACTORS AUTHORITIES. 5. CONSTRUCTION AND MATERIALS PROVIDED BY THE ELECTRIC COMPANY: op PROF RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF • EXISTING PAD MOUNTED TRANSFORMER TO UTILIZED. ea.1' :41 !N -ad. 12.B. PROTECT EXISTING SITE IMPROVEMENTS AND APPURTENANCES TO REMAIN. CONSTRUCTION. . e964 'Q�• MAKE PRIMARY AND SECONDARY CONNECTIONS AT TRANSFORMER FOR SERVICE +rr13. EXPLOSIVES: USE OF EXPLOSIVES WILL NOT BE PERMITTED. UPGRADE. • INSTALL NEW ELECTRIC METER FOR SERVICE UPGRADE.• COORDINATE ALL WORK WITH PORTLAND GENERAL ELECTRIC @ 800-542-8818. ""14. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT C) EGQN7 SURFACES AND AREAS. 6. CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: ItYf1.2A"1 02/28/19 15. CLEAN ADJACENT BUILDINGS AND IMPROVEMENT OF DUST, DIRT,AND DEBRIS CAUSED BY • FURNISH AND INSTALL 1 4"PVC SCHEDULE 40 DUCTS, INCLUDING ALL TRENCHING AND e < ,- 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 EXPIRES:06/30/2020 AS NEEDED. 16. DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION • INCLUDE ALL FEES REQUIRED BY ELECTRIC COMPANY TO PROVIDE A COMPLETE '' ff '' OPERATIONS AT THE CONTRACTORS COST, WORKING SERVICE. W PROPOSED i/ 17. GENERAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED TELEPHONE NOTES MATERIALS TO ACCUMULATE ON-SITE. 1. CONSTRUCTION AND MATERIALS PROVIDED BY THE TELEPHONE COMPANY: E2 PROPOSED CATCH BASIN co • EXISTING TELEPHONE SERVICE TO BE UTILIZED. �-y N 18. BURNING: DO NOT BURN DEMOLISHED MATERIALS. • PROVIDE AND INSTALL ADDITIONAL WIRING TO EXISTING SERVICE IF NEEDED. Lf PROPOSED CURB CO9. ASBESTOS: IT IS NOT EXPECTED THAT ASBESTOS WILL BE ENCOUNTERED IN THE COURSE OF V J 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. PROPOSED TRAFFIC SIGN W UTILITY NOTES • FURNISH AND INSTALL ADDITIONAL 1-4"PVC SCH.40 CONDUIT WITH PULLWIRE FROM _ Z I THE OWNER. SITE PLAN NOTES THE BUILDING TO EXISTING SERVICE AS NEEDED. cq PROPOSED PAINTED ADA SYMBOL 0 20. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY GENERAL UTILITY NOTES • ALL TRENCHING AND BACKFILLING. N ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY 1. ALL DIMENSIONS AND RADII ARE GIVEN TO FACE OF CURB UNLESS OTHERWISE NOTED. • INCLUDE ALL FEES REQUIRED BY TELEPHONE COMPANY TO PROVIDE ACOMPLETE / / IJ_ N PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES THROUGHOUT CONSTRUCTION. 1. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IMMEDIATELY AFTER BID IS WORKING SERVICE. / PROPOSED TRANSVERSE STRIPING 0 ti 2. ALL EXTERIOR SITE SPECIFIC PORTLAND CONCRETE CEMENT(I.E. SIDEWALK, PAVEMENT AWARDED AND ENSURE THE UTILITY COMPANIES HAVE THE ESSENTIALS REQUIRED FOR • COORDINATE ALL WORK WITH CENTURY LINK @ 1-800-603-6000. / OR CURBING)SHALL MEET THE LATEST EDITION OF THE STATE DEPARTMENT OF 21, BUILDING PAD DEMOLITION; DEMOLISH BUILDING PAD COMPLETELY AND REMOVE FROM THE COMPLETE SERVICE INSTALLATION.CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER COW Li- TRANSPORTATION SPECIFICATIONS FOR MATERIALS USED, MIXING,TRANSPORTATION, , / PROPOSED CROSSWALK STRIPING ij j > O SITE.USE METHODS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF GOVERNING OF ANY TIME FRAMES ESTABLISHED BY UTILITY COMPANIES WHICH WILL NOT MEET OPENING 3 CONTRACTOR SHALL COORDINATE THE NUMBER OF LINES REQUIRED WITH THECt PLACEMENT AND CURING. THE MINIMUM STRENGTH FOR PCC ALLOWED IS 4000 PSI AT 28 CONSTRUCTION/PROJECT MANAGER. Q E REGULATIONS AND AS FOLLOWS: DATE. DAY STRENGTH. AIR ENTRAINMENT SHALL BE IN ACCORDANCE WITH DOT SPECIFICATIONS 21.A. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. PROPOSED CONCRETE Z Q 21.B. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. FOR EXTERIOR CONCRETE. (CONTRACTOR SHALL REFER TO DETAILS WITHIN THIS 2. CONTRACTOR SHALL VERIFY THE SIZE,LOCATION, INVERT ELEVATION,AND CONDITION OF NATURAL GAS NOTES 21.C. BREAK UP AND REMOVE CONCRETE SLABS ON GRADE. DRAWING SET FOR ANY VARIATIONS TO THIS SPECIFICATION)." EXISTING UTILITIES WHICH ARE INTENDED TO BE UTILIZED AS A CONNECTION POINT FOR ALL U U O rX • PROPOSED UTILITIES(SEE UTILITY PLAN), PRIOR TO ANY CONSTRUCTION.CONTRACTOR TO 1. CONSTRUCTION AND MATERIALS PROVIDED BY THE GAS COMPANY: .•.•.••_•• .. •_ . • • :.:: :1 PROPOSED FULL DEPTH ASPHALT PAVEMENT Q 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. • 11 O N 22, BELOW-GRADE DEMOLITION: DEMOLISH FOUNDATION WALLS AND OTHER BELOW-GRADE ENSURE EXISTING UTILITIES ARE IN GOOD CONDITION AND FREE FLOWING(IF APPLICABLE). CL CO ,- AT 10'-0"O.C.(UNLESS OTHERWISE SPECIFIED ON THE DETAIL SHEETS)ALL EXTERIOR • TAP MAIN. I- DEMOLITION,AS FOLLOWS: WALK SHALL HAVE EXPANSION JOINTS AT 20'-0"O.C.AND CONTROL JOINTS @ 5r-0"MAX. O.C. IF ELEVATIONS,SIZE,OR LOCATION DIFFER FROM WHAT IS SHOWN ON UTILITY PLAN, + + + PROPOSED MILL AND OVERLAY AREA rl r 22.A. COMPLETELY REMOVE BELOW-GRADE DEMOLITION, INCLUDING FOUNDATION WALLS 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 #: 41$ 3. WHERE PLANS PROVIDE FOR PROPOSED WORK TO BE CONNECTED TO,OR CROSS OVER AN • EXISTING METER TO 8E UPGRADED PER NW NATURAL DESIGN. m 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 RESULTING FROM DEMOLITION OF BUILDINGS AND PAVEMENTS WITH 501E MATERIALS EXISTING PIPES OR UTILITIES BOTH AS TO LINE AND GRADE BEFORE STARTING THE • COORDINATE ALL WORK WITH NW NATURAL @ 800422-4012. ISSUE DATE: 2/25/19 ACCORDING TO REQUIREMENTS PER SOILS REPORT.CONTRACTOR SHALL CONTACT PROPOSED WORK. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT, ST PROPOSED STORM SEWER DESIGN MANAGER' JOHN PARK ENGINEER PRIOR TO FILLING ANY AREAS.CONTRACTOR SHALL CONTACT ENGINEER TO OR EXISTING APPURTENANCE RESULTS IN A CHANGE IN THE PLAN,THE CONSTRUCTION 2 CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: LEED®AP 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 PRODUCTION DESIGNER: GPD GROUP PROPOSED WORK WHICH WOULD BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING BUILDING. CHECKED BY. 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. 24.A. DO NOT CLOSE OR OBSTRUCT STREETS,WALKS,OR OTHER ADJACENT OCCUPIED OR STORM SEWER NOTES Rev Date By Description 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 . --, _______ - -- • 0 ( ) 4. •----._______________ • _____ _____ ---- ---- -- --- r--•:1111111*— .441r Iffil°1141r .Z. E [ ,_) E - - E - E E -- - E ------------ _ - -- --- E -- -- E E E E E E E -- F F - F -- F - - E -. 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EXISTING BRICK TRASH ENCLOSURE,FOUNDATIONS AND ASSOCIATED UJ \, '., ‹-. 47 tI ._, j_ , 7/ -.. ...„), , , , , , , -4 , „ „ ( .- - ,,,,,/ 1 // Cn -4 )-- --.\ zzzzzz zzz 0 z BOLLARDS TO BE REMOVED. Z -1 \\ f )--- -.\ 1 8 .4 // 4. / , , , , , , , .0 5% 5% 0. % \ 2.. A / 0 )/7 J 4. )\ // )111 7. EXISTING SIGNAGE TO BE REMOVED, 0 ,.. , \\ . /A\ , , 0 - e , „ „ , , , „ , „ „ ,. ., „ „ „ , „ , , 8. PROPOSED 1"ASPHALT MILL. LI- C1 r-/ / ( ) I 0 .7"' . - 1....... 9. EXSITING ELECTRIC METER AND PRIMARY SERVICE TO BE REMOVED FOR 0 1‘ \ r ---\\ --" :// , 4 --__ _,-/- // /1 1. /A/ \ x &J cr) _, // \ // . / \ 1 1 ,, , 4, , , % e, / SERVICE UPGRADE.GC TO COORDINATE WITH ELECTRIC COMPANY. \ 4 \ // X. 0 < _--.--------j) / %\ // X % ' /\\I' 10. CONTRACTOR TO REMOVE EXISTING PAVEMENT MARKINGS WITH SMALL u) // \ // \_v_.4.- SI I\ / / ) i) 0 ‘i, , , , fi.. 1.1.1 EL Irl LU- CC ../. ...). , , HANDHELD GRINDERS OR SCARIFIERS OR OTHER METHODS WITH THE . 11 // 1‘ 0 / / APPROVAL OF THE CONSTRUCTION MANAGER.TAKE CARE DURING < 0 SI . / V // H ,--. \--- , •, / \/./ /), v....3 • MARKING REMOVAL NOT TO SCAR, DISCOLOR OR OTHERWISE DAMAGE Z LL < w 0 1 ST .• 1.., I i s- .• // - THE PAVEMENT SURFACE.DO NOT OVERPAINT OR USE OTHER METHODS 0 0 • i /2- \-i- OF COVERING MARKINGS INSTEAD OF REMOVAL, W1-1-1 LEGEND 0 < . . \\,., // 11. CONTRACTOR TO REMOVE ANY EXISTING UNDERGROUND CONDUITS -3 0 0 0 c\I 0 , E,..„„ AND EQUIPMENT FOUNDATIONS FROM BANK DRIVE-THRU SYSTEM. H (.0 ,- (SEE SHEET C-001 FOR GENERAL LEGEND) 12. EXISTING BOLLARD TO BE REMOVED. [ 13, EXISTING WHEELSTOP TO BE REMOVED. 0 54 0 54 0 50 0 O 0540054145455 EXISTING ASPHALT TO BE REMOVED FULL-DEPTH , • 0,• 55 14. EXISTING STORM LINE TO BE REMOVED TO EXTENTS INDICATED. STORE #: 418 . CONTRACTOR TO SEAL HOLE IN EXISTING CATCH BASIN AFTER REMOVAL PROJECT #: 04753-029 I 4 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 • • • 1"ASPHALT MILL DESIGN.G.C.TO CONTACT GAS COMPANY AS SOON AS POSSIBLE TO LEEDIDAP: . PRODUCTION DESIGNER: GPD GROUP . . • COORDINATE. CHECKED BY: 1 1-1 1I I 11 EXISTING LANDSCAPING TO BE REMOVED le 16. EXISTING LANDSCAPING TO REMAIN AND BE PROTECTED THROUGHOUT II—I I I • . CONSTRUCTION.ANY DAMAGED PLANTINGS SHOULD BE REPLACED LIKE Revision Schedule - 1 DENOTES LIMITS OF SAWCUT i 0 U.I 0 0 FOR LIKE AT THE CONTRACTOR'S EXPENSE. Rev Date By Description>. — --=- ..==== == --_._- --i E - 17. EXISTING WALK TO REMAIN AND BE PROTECTED THROUGHOUT NtL.F.±* APPROXIMATE SAWCUT LENGTH,SAWCUT AS NECESSARY DEMOLITION NOTE: ca .1 i I- CONSTRUCTION. REMOVE AND REPLACE ANY DAMAGED WALK AREAS. • - < -__. _ 11_ i 1 - - I FOR INSTALLATION OF DUMPSTER PAD AND ENCLOSURE. ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS LLJ 18. EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT UTILITIES, PAVEMENT,CURB,LANDSCAPING, ETC. SHALL LU 0 ,1 I 1 - CONSTRUCTION.DEMOLITION KEYNOTE REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION (.1) j UNLESS NOTED OTHERWISE,OR ARE REQUIRED TO BE I --. I + )_._ 19. EXISTING CURB TO REMAIN AND BE PROTECTED THROUGHOUT LLJ \ ( II „\f CONSTRUCTION. MODIFIED OR REMOVED FOR THE INSTALLATION OF Z \/I o 1.1...„ SHEET TITLE - : PROPOSED IMPROVEMENTS.ALL DISTURBED FEATURES _1- 20. EXISTING EXTERIOR COLUMN TO REMAIN AND BE PROTECTED I I SHALL BE RESTORED OR RELOCATED AS REQUIRED TO THE = — — -- - (' j THROUGHOUT CONSTRUCTION.THE STRUCTURAL INTERGRITY MUST BE 0 \ DEMOLITION PLAN SATISFACTION OF THE OWNER.CONTRACTOR SHALL 1- -- -\----\„ i ) MAINTAINED THROUGHOUT CONSTRUCTION, ESPECIALLY DURING REPAIR/REPLACE ANY SURROUNDING FEATURES DAMAGED < I CONCRETE SIDEWALK DEMO AND INSTALLATION. SCALE: AS SHOWN AS A RESULT OF CONSTRUCTION ACTIVITIES AT NO 21. EXISTING PAVEMENT TO REMAIN AND BE PROTECTED THROUGHOUT ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER. CONSTRUCTION. SHEET NUMBER: I C-101 EXISTING SIDEWALK 0 N**ifeim VIIF Ilk 131 k- " _I: (1. 11-4-lii __--K_____ !It.) 0 \ F I EX/ST/N,SI �WAL = - _ O _i K - ` - C 2017 STARBUCKS COFFEE COMPANY - - 0 10 _ _ _ STARBUCKS COFFEE lid l/d v l/d - -. l/d i lld l/d 1/d 1/d l d l/d l/d l/d l/d = 5 20 r lld. - - - _ l7d 1..=1D' COMPANY ! ALTERNATE BID - ` �T l/d l/d Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH � {) ! ° I V -- BASE BID: 1,850 SF FULL-DEPTH ASPHALT DT J SEATTLE, WASHINGTON 98134 \ ` �� , „ L \ \ \ \ LANE,SEE SHEET C-501 I Underground Utilities \ ` � r �e� T I ° ) ALTERNATE BID: 1,850 SF CONCRETE -1 I I g (206) 318-1575 < - PAVEMENT DT LANE IN LIEU OF ASPHALT Sh III THESE DRAWINGS AND SPECIFICATIONS ARE ) I - \ - '� J� PAVEMENT, SEE KEYNOTE 26 I I�� 2 Working Days i�� ( 5.4' `� Before You Dig CONFIDENTIAL AND SHALL REMAIN THE SOLE 1 PROPERTY OF STARBUCKS CORPORATION, t P WHICH IS THE THIS WORK.THER OF THE Y SHALL NOT BIE HT IN „ w�, , , , , , , '' 0 18.0' 0 ®; `�.� L". w,- I 1 2 REPRODUCED (IN WHOLE OR IN PART), SHARED - . . t, ,• . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . .i. . . . . . . . . o . . . . . . . . . .. . . .. . . . . . . . .`-T-`:.. ') WITH THIRD PARTIES OR USED IN ANY MANNER r8dir. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . ! .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ,., ° ^ ON OTHER PROJECTS OR EXTENSIONS TO THIS 1 ��. -. THOUT THE PRIOR WRITTEN r L. A J % P - - •.. - CONSENT OF STARBUCKS CORPORATION. r - o_ ^� R w I I. . =7-Y ..�. ' �. . :. . :. . . . . . . . . . . .�`;� THESE DRAWINGS AND SPECIFICATIONS ARE . .. . . . . . DESIGNINTENT F A INTENDED TO EXPRESS DES GOR r w �� r Q� �. . . . . . . . . , II . . �. . . Ir►� - �. . . . . . . .� ' ' . . ..� . . . . . . . . . . . . . PROTOTYPICAL STARBUCKS STOREWHICH IS I f 28 12 e SUBJECT TO CHANGE AT ANYTIME AND DO .r V L. 4 . . . - r n Do- �' q _- e ti e L • �� p-.' . . . ., ' ..'.'. Wv NOT REFLECT ACTUAL SITE CONDITIONS. „ _ • . - . A ; . a �,� ® I_. 0 ;. � . . . ❑D NEITHER PARTY SHALL HAVE ANY OBLIGATION �w ,�- • - • ` �,� a �.- p ._.... TYP W NOR LIABILITY TO THE OTHER (EXCEPT STATED • r . .*tit � '.'. . . �i ° BOVE UNTIL A WR TTEN AGREEMENT IS. . w r r0•• a v . . . . Pv - . _�_ • • - A FULLY EXECUTEDIBY BOTH PARTIES. ^ . [• ® ° _ . . 25 P. -s® ` .. . . . Z STARBUCKS TEMPLATE VERSION 12017.07.28 „ y 4'X4' 3 3X4 + V . . r :.,, - . . .''.'. . of IIP ° a pe . . . . . . . . . . . . . . . . . . WOF . . . . . . . . . . . . . . . . . . . . . # 1 0-I- , ��it• 0 I -%J�I + + + + + + t U y . ./.',, ,As,,K\ 1 \\.. ..."1.4ki - START i + + + + GI + P4 • -{•-� + QPI.11:1111111111111. 11,,V44111‘.:.::.:.. IIp 4 : ' ' '• .' -' •' . • ' . . - '' . - . . + + + + + + + 0 + + GPD Engineering and Architecture I a I. 4$.4' I , 13.2' - . ". .. .'.'.'18.5 . . . •• •• •'-'.' : 24.0 + + 18.5 © + + + Professional Corporation • ' ' - ' • ' • ' - - - • b + + + + + + + + -5 0 P + + 520 SOUTH MAIN ST., SUITE 2531 PROPOSED RENOVATED n _ © a e D • ,.,, AKRON, OH 44311 STARBUCKS BUILDING F + + + + + + + + �' TYP P: 330-572-2100 F: 330-572-2101 v. 0P . . . .-.� . . . . 5 FF ELEV.=166.56' , e + + + + + + + GPD PROJECT NO: 2016355.42 - - p U .. . . . . .. .. .. .. .. .. .. .. .. ..1�yy . . . . . . .. . + + ± ± ± ±C_)± + + e c---.:, J • o Q 6.3'X5' �, d m ° : : ' .. :: ': ': '. ': ': '. ' : : + + + +.v + �• 0 ��,� [? P ��e� 0 0 n P a I- + + + ;-[ + ,1,15 - -.. A : : .:-. . . . . . . 0 V- �4 ,.4, . . . . . .. . . .. .. .. .. . . >. tit_ ri O D > - e 5.Q` •- - . • . - . . . . . - - - .y A s, _ .-...•...•.. .....•...• ..• . •. • ..-.•.. .. . . . . . 4R1`t y� p e aP7 7 'Rib At* ' •jhe 411106111 ap° �--tea--d l . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. .. .. . . OREGON I. + 41.......".Z. L:12.0' . C- a r ® . . . . . I- + + + + >�, , 021281`1 0 t '41 c • :':'.'.'.' .'.'.':'', � ED ®� m �+ + . . .. . ' . . . . . '. . . . .' '. . . . . .. . . x :06/30/2020 II i=2 41 21" , � - �"_-\_ _ - - : . . : . . . END w� ¢ a • e .'. . . . . . . . . . . . . F + + + + ':' _ . . . . . . . : . . . . 0 w Fo a 0 • Ct /..... . ........ . . .. ... . . . . --P. ± + ± . .P P/L P L P/L 0. . - .'. .. . . . . . . . . . �- °D e ..... .. A • • • • Q "ti . + 0 N m PARCEL 1 • • • •OF W _ PARTITION PLAT NO. 2004-015 Z (RECORDING NO. 2004034016) U N 0 LL N . .' O v w � co 0 � LEGEND __ Q 0 ct❑ (SEE SHEET C 001 FOR GENERAL LEGEND) // ~ ���� - PLAN KEYNOTES (CONTINUED) z C[ Q u) ❑ - ,„4, 11 0 13. PROPOSED DRIVE-THRU CANOPY AND DIGITAL ORDER SCREEN.SEE U 0 Q PROPOSED FULL DEPTH 0 1 0 ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. 0 ILI C Q ASPHALT PAVEMENT PER \\ o { }� /// 14. PROPOSED 6"BOLLARD, SEE ARCHITECTURAL PLANS. 0 � O 0 SHEET C-501. �� ( ) 1 / 15. PROPOSED PAINTED TRANSVERSE STRIPING,SEE SHEET C-501. �- 11 /4 \ 'r / // • 16. PROPOSED CROSSWALK STRIPING,SEE SHEET C-501. PROPOSED CONCRETE / \ r - - - 17. PROPOSED PAINTED 4"WIDE SOLID STRIPE-WHITE ON ASPHALT,YELLOW ON ��� / \,l // 11 / STORE #. 418 CONCRETE. PROPOSED ASPHALT OVERLAY.ADJUST THICKNESS / , 18. PROPOSED WAYFINDING PAVEMENT MARKINGS.SEE ARCHITECTURAL PLANS. PROJECT #: 04753-029 TO MATCH PROPOSED GRADE USING MULTIPLE / ISSUE DATE:19. PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER ADA SPECIFICATIONS 2125119 + + LEVELING COURSES.MAX.OVERLAY THICKNESS IS 1.5". // AND SHEET C-503. DESIGN MANAGER: JOHN PARK ! �y //// /, 20. PROPOSED ADA ACCESSIBLE PARALLEL RAMP PER ADA SPECIFICATIONS AND LEEDOAP: SEE SHEET C-121. SHEET C-501. PRODUCTION DESIGNER: GPD GROUP � p { �/ 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. AREA AREA \ 1- 1. PROPOSED P.C.C.CURB,SEE SHEET C-501 23. PROPOSED ADA STRIPING,SEE SHEET C-503. Revision Schedule (SF) (AC) W -- - - - - - -�� 2. PROPOSED CURB AT DRIVE THRU,SEE SHEET C-501. 24. PROPOSED'STOP'SIGN PER OREGON DOT STANDARDS AND SPECIFICTIONS. ® CONSTRUCTION KEYNOTE NEW 2,650 .061 AC. ' �O I I i 3. PROPOSED P.C.C.WHEEL STOP,SEE SHEET C-501. SEE SHEET C-501. Rev Date By Description 0o PROPOSED PARKING SPACE NUMBER REMOVED 1,150 .026 AG < I Ii- 4. PROPOSED P.C.C.CURBED WALK,SEE SHEET C-501. 25. PROPOSED CONCRETE COLLAR,SEE SHEET C-501. W . . . . - ' I 5. PROPOSED P.C.C.WALK,SEE SHEET C-501. 26. PROPOSED 6" P.C.C.PAVEMENT WI W.W.F.6"X 6"-W2.9 X W2.9(CONTROL JTS. W I 12'-0"O.C.}OVER 6"CRUSHED AGGREGATE OR GRAVEL BASE.APPLY LIQUID 00 PROPOSED DRIVE THRU STACK CAR AND NUMBER Cn a, 1( 6. PROPOSED MASONRY pUMPSTER ON P.C.C. PAD.SEE ARCHITECTURAL DRAWINGS IMPERVIOUS LAND DATA ' ! I I FOR SPECIFICATIONS AND DETAILS. ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT. W , 27. PROPOSED PRE-MENU BOARD.SEE ARCHITECTURAL DRAWINGS FOR AREA AREA _ ° 7. PROPOSED 6"BOLLARD IN CURB,SEE SHEET C 5D1. PROPOSED CURB (SF) (AC) - • • • DIMENSIONS AND DETAILS. _ cs_---..,___. - C ` 8. PROPOSED ADA PARKING SIGN,SEE SHEET C-503. 28. PROPOSED PREFABRICATED MODULAR HANDRAIL PER MANUFACTURER SHEET TITLE: PROPOSED WHEEL STOP NEW 1,15D 026 AC. -�� 9. PROPOSED LANDSCAPING AREA.SOD ALL DISTURBED AREAS EXCEPT WHERE SPECIFICATIONS, REMOVED 2,650 .061 AC. . • . PROPOSED TRAFFIC SIGN - PLANTING BEDS ARE INDICATED.SEE SHEET L-101. 29. PROPOSED COMPACT PARKING STALL MARKING PER CITY OF TIGARD MODIFIED 6,760 .155 AC. Q . . .. .. .' . L8 0, TYP.0 TYP. 10. PROPOSED SITE DIRECTIONAL SIGNAGE.SEE ARCHITECTURAL DRAWINGS FOR STANDARDS. SITE PLAN ADA ACCESSIBLE ROUTE DIMENSIONS AND DETAILS. 30. PROPOSED ADA ACCESSIBLE PERPENDICULAR RAMP PER ADA PARKING NOTE: 11. PROPOSED DRIVE-THRU CLEARANCE HEIGHT SIGN.SEE ARCHITECTURAL SPECIFICATIONS AND SHEET 0-501. SCALE. AS SHOWN EXISTING CONCRETE ADDITIONAL RESTRIPING OF THE OVERALL DRAWINGS FOR DIMENSIONS AND DETAILS, 31. CONTRACTOR TO INFILL AREA BETWEEN CURB AND BUILDING WITH P.C.C. SHEET NUMBER: SHOPPING CENTER(NOT SHOWN)IS TO TAKE 12. PROPOSED 5-PANEL MENU BOARD. SEE ARCHITECTURAL DRAWINGS FOR WALK SECTION.SEE SHEET C-501. PLACE AND BE COMPLETED BY OWNER. DIMENSIONS AND DETAILS. 32. PROPOSED FROST SLAB AT DOOR. DIMENSIONS SHOWN ON SITE PLAN.SEE STRUCTURAL DRAWINGS FOR DETAIL. C-111 - - - -- - - - __ _ _ - - - - - - -_ - -- - -_- = -- - - __ - 4tfe / -._ _ / . Aik ; A6. I I - -__ - -_ ---, --. --, 4: ---, - _- 0 I =..-__ _ GO 2017 STARBUCKS COFFEE COMPANY 1 ` - _ 0 10 1, \\ \ ` �` =='-----=---c--_----__ - - STARBUCKS COFFEE = �Id \�Ild �Id , lid 1\ �, lid lld` lid old " - - �!d _ vd lid _= ' - - ' - 5 20 \ \ \ - - - _ --lid vd; - - - ~ �/d-T - _ - - 1"=10' COMPANY \ 1 ,\ _ - � _ .-_1@ Jld Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH ____________ i \ 1 1 _ - �1 _ SEATTLE, WASHINGTON 98134 1 :1 T - --1(. - _ _____ -______::: I (206) 318-1575 \ \ - - I I( X11 _ THESE DRAWINGS AND SPECIFICATIONS ARE \ 1 \ - - - - - f ` - J - 111 I _ - \ CONFIDENTIAL AND SHALL REMAIN THE SOLE 164 1 \ r T=167.13 PROPERTY OF STARBUCKS CORPORATION, \ 1 - T-166.04 7 � T=166.46 �rs� _ -� T=167,20 1 WHICH IS THE OWNER OF THE COPYRIGHT IN \rn ` 111_ 111 (', M ) 1\ B=16554 100 / B=965;96 B-166.63 B=166.70 6, 1 \ / I THIS WORK. THEY SHALL NOT BE 164.95 \ \ • _ / I \ / 2 I ) 1 165.1 - REPRODUCED (IN WHOLE OR IN PART SHARED \ RIM= -1.82/° - RIM= RIM= a I y / I WITH THIRD PARTIES OR USED IN ANY MANNER \ \ - / �T=166.18 ° \_T-165,66 -1.97/a / I \_T=166.81 / -'.' / 1 / 1 ON OTHER PROJECTS OR EXTENSIONS TO THIS 1 _--- rBS N-‘\ \ , 165.62 ,� I8=165.68 165.12 E=165.16 165.48 / ' B=166.31 � rnT=169.55 1- \ i ' vI -`\� / T=166.$3 ,_ CONOSENT FJECT I STOARBUCKS UT THE COPORA ION=3 - - -- - \ � � � 21 � � ! .�• ,1 IOR WRITTEN � / ! B=169.D5 169.171 X64 77± - = ` T=165.92 B=166.33 : , T=167.30 rte, - .. / 1 THESE DRAWINGS AND SPECIFICATIONS ARE �� \ T=166.26 576 T 166.42 I '-- / / - - INTENDED TO EXPRESS DESIGN INTENT FOR A • B=165.42 B=166.80 / / PROTOTYPICAL STARBUCKS STORE (WHICH IS �L�--�- - _` - - i \ B=165.76 8=165.92\ ° / T=167.53 \ _% \� -1.91% -2.17% / r SUBJECT TO CHANGE AT ANYTIME) AND DO b , ,-may ,.;- --�2 E. Z,. 6=167.03 �1 CONDITIONS 4 T=166.46 / / NOT REFLECT ACTUAL SITE / \ l T=166.09 �,. T=167.02 / �j / �, NEITHER PARTY SHALL HAVE ANY OBLIGATION 164.61± 164.84± _ \ 1 `. B=165.96 ' .?„ I .. 'To 164.58± - - - B=165.59 �•. B=166.52 167.45 / / T=168.62 I NOR LIABILITY TO THE OTHER (EXCEPT STATED \ \ �' �� �, T=166.00 I ABOVE) UNTIL A WRITTEN AGREEMENT IS ` T=166.02 r t m B=168.12 J f ©I O O O 0 O T=167.47 \ / - / ` \164.84± f - / / �- B=165.50 J \ / / - I FULLY EXECUTED BY BOTH PARTIES B=165.52 /// / / _ 166.55 166,56 166.06 166.10 ` B=166.97 / - \166,42 / 1 - \ iffT=166.38 J 166.5 \ _ / 167.52 / 7 STARBUCKS TEMPLATE VERSION 12017.07.28 I I T=165.76 �� � i _I B=165.88168.86+: 164.44± 164.66± ` B=165.26 T=165.92 pv--_, r1164.60+ _ 166.09 G164.41± / I I L_ 165.fi4 T=167.18164.42± _ \ _ B=1fi5.42 r ! \ - �f • 1 .67± 1 B=166.68 166.72, 166.97 - \ 64 RIM -� } � / T-16$.84T-169.05 111111111111111. 64.38± 165.22 ii RIM= 8= R /i h // 6=168.34 B=168.55 164.57± i •1.76% 165.47 ° 3 a k 171 c, �/ J ° / chi / GPD Engineering and Architecture I I a / Professional Corporation T-167.87 1 - T-166.02 1 - ,/ 520 SOUTH MAIN ST., SUITE 2531 1 B=165.52 1 167.94 F.F.E. _ 66.�J�± B=167.37 AKRON, OH 44311 T=166.41 1 ❑_' 1 �_. .// / P. 330-572-2100 F: 330-572-2101 I+ I B=165.91 \ T=166.27 / 168.41± -1.06% 166.41 167 5© / GPD PROJECT NO: 2016355.42 J 166.54--_ - 166.35 /B=165.77 :3.00% 136.83 I a, 1 1 ! 167.4 T-166.45 I - / / T=168.48 A 1 I T=166.21 - L'-i b / C,GINF� ��,� o- B=165.71 `` I B=165.95 166.54 dd66 5.84 166,11 \ o '�_ l T=168.13 / B=167.98 �\ es � Ina I _,� O J 165.86 ,I ----1/ - 160.14 A /% �3.5 B=167.63 92464- ' LTVco -1. -� .y .-max �T=167.50 -T=168.06 / l. t V co Q� / � 166.9 OREGON' f T=166.38 Ii co T=166.50 -� 1.98 -0.48% e yam B=167A0 6=1fi7.56 I -283% _ _ _ 165.:///9-1 /a _.. T-168.96 �.� B 1fi5.88 I B 166.00 ti. = - \ I Y 1 1: j � T-167.48 B=168.46 T=169.36 91" '` 02/28/1 T=166.31 11 ��_. 8=166.9$ �t '� I -E, . � RIDGE 0 -"� T=166.51 '\166.21 �\ T=168.07 B=168.86 B=165.81 f I 0 66.45 v.".17, 1 B=166.01 N66.23 ° B=167.57 y / 0- r~ _� I I _ _ I - \ ` 169.05± I ���� ❑ ❑ �a I T=168.85 - ®C1�:06/30/2020 -1.34% 167.#7± - / 1 / T-168.79 _ B=168,35; �\I -- I I \166.43 - I J 166.31 / _L / w T=165.68 166 \� 166.56 166.49 �- -B=168.29 / l- - \\ //� ,, - -- = 8=165.18 \ 1 / \_T=167.96 - T=1fi9.43 �� �( I `� / T=166.57 166.59 / 8-167.46 - /1 / B=168.93 ..1 P/L \ P/L P/L _ 1 _ / / -_ - - - - - J 8-166.07 _ l� T=168.76 ,- \ / 'N'N-.. ,B=168.26--`"--,,-;/<:( ., \-NN , T=165.49 T=166.03 T=166.37 / / ',, / N 6=164.99 164.83± 6=165.53 \165.49± B=165.87 \165.97± T=166.58 166.69±/ / / C5 It _ B=166.08 / / / 168.06± / ` / T=169.26 / 167.52± 167.59± / IJJ \ \ / BOO' / 1 B=168.76 _ T=168,84 Z / U N=16$.34 l / / LL C\1- / / T=169.25 } / / // B=168.75 0 i) r� / / UJ / / B=168.41 T=169,10 W \ \ \ - �1 // 8=168.60 W / /167.24± _ / Q ❑ Z Q Ct I I/ v iI �� 11 // i / " " o Q 4 �' \I A % , Il )\ / �� / 168.02± / „LiO O N 0 111 /��Il /// ' 11 �, /I �/ // // D_ I- 0_ CO I- 11 �//r ly \\ /// / 11\ i/'�11 /// // 1 // // STORE #: 418 LEGEND II / '/ (SEE SHEET C-001 FOR GENERAL LEGEND) 1\\ �'/ / I / / / / PROJECT * 04753-029 1\\ /j/ �' )1 ///j/ / / ISSUE DATE: 2125119 ADA NOTE: v/ / // 167,80±r DESIGN MANAGER. JOHN PARK 000 PROPOSED CONTOUR L / 000.00±/ EXISTING SPOT ELEVATION / I l // LEED®AP. / ' : GPD GROUP THE LANDLORD IS RESPONSIBLE FOR PROVIDING AN / PRODUCTION DESIGNER MATCH GRADE / I �\ /// /' CHECKED BY ACCESSIBLE ROUTE THAT EXTENDS TO THE PUBLIC WAY. / PROPOSED ELEVATION @ FINISHED ADDITIONALLY,THE LANDLORD IS RESPONSIBLE FOR // GROUND/PAVEMENT ELEVATION / 000.00 PROVIDING AN ACCESSIBLE ROUTE FOR THE REMAINDER OF / / Revision Schedule THE SHOPPING CENTER. / T=000.00 TOP OF CURB ELEVATION / Rev Date By Description B=000.00 BOTTOM OF CURB/FINISHED PAVEMENT ELEVATION RIM=/ PROPOSED RIM ELEVATION 000.00 i, I 0.00% _ PROPOSED DRAINAGE SLOPE&DIRECTION / / " 2 Working Days �4A. IADA ACCESSIBLE ROUTE / • ; Before You Dig ;` if SHEET TITLE. p AI PROPOSED ASPHALT OVERLAY.ADJUST THICKNESS TO MATCH PROPOSED G RAD I NG r LAN SERE DE USING HEET C-121.MULTIPLE LEVELING COURSES.MAX.OVERLAY THICKNESS IS 1.5". Witejil iitiLa 81 SCALE: AS SHOWN SHEET NUMBER: • C-121 / / / / / / / - - - - - - -7 — _ _ _ - -_ _ _ _ - _ = _ = = = - __ _ - = _ _ _= / / / / / / / - - - - _ _ _�- - -- ---= __ -- � ' -_ / / II, c / ` / ' / _ — .„, ,..., e \ :N_ *0 / i IIIIM*—.1. , „... ....,_ , .,, ,, ,, , , , , , _ ____ _____ ___ _______ .,„., „„ , , I ___ ________ ,___, _ _ - _____ _ - _ --, ,,,,, _osir ,,, * 0 \ 1 I _ ` = - _ _ _ _ _ _ _ — , CO2017 STARBUCKS COFFEE COMPANY i — 0 10 _ — — _ , IMIMI STARBUCKS COFFEE �\ lid \\/d l/d l/d \ �, l/d 1/d— — _ _l/d_ — — _ _ — l/d — — 'I/d _ _ _ _ _ l/d l/d l%d �_ — =_ _ \ -- — \ -- 5 1 -10 20 C O M PA N Y \ \ .l/d • lid , — - _ „- - " \ \ \ \ ' — — _ _ — —I ' lid �Z/d �d Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH \\ \\ \ \\ � \ SEATTLE, WASHINGTON 98134 \ \ \\ \ ! e-1 T _ — — _ _ - _ 1111 _ (206) 318-1575 \ \\ \ d\ — — — — — — — — — — — ' — _ _ \ ' — _ _ _ I I�/ \ \ THESE DRAWINGS AND SPECIFICATIONS ARE 164 \ \ \ ( _ _ — — — — I I) I \ _ _ \ \ • \ CONFIDENTIAL OF STARBUCKS CORPORATION, E IL \ \\ \ �� 16C — 1 45> / rn I \ WHICH IS THE OWNER OF THE COPYRIGHT IN \ - \ — b q/ o / / N \ THIS WORK. THEY SHALL NOT BE \ \ / - / / , / /l /l REPRODUCED (IN WHOLE OR IN PART), SHARED AbOW / WITH THIRD PARTIES OR USED IN ANY MANNER \ �6S \ \ / ' I 1 "t«r*•itS _ / 1 ON OTHER PROJECTS OR EXTENSIONS TO THIS \ • 6 1 / / ;wy.«i , I PROJECT WITHOUT THE PRIOR WRITTEN _ \ \ _ A®� — J / CONSENT OF STARBUCKS CORPORATION. a m / / n / ,�61 / 1 THESE DRAWINGS AND SPECIFICATIONS ARE � — — — — \ \ / / `// / - 1 = INTENDED TO EXPRESS DESIGN INTENT FOR A 1 \ — — / ` / PROTOTYPICAL STARBUCKS STORE(WHICH IS \ / \ / N:\ SUBJECT TO CHANGE AT ANYTIME)AND DO / \ / �/ ,� / i p / / 1 NOT REFLECT ACTUAL SITE CONDITIONS. \ CP \ •• �__� / 6, NEITHER PARTY SHALL HAVE ANY OBLIGATION I s �� / / NOR LIABILITY TO THE OTHER(EXCEPT STATED \ "- li --• I 0 O 0 0 0 0 0 O / I ` ABOVE) UNTIL A WRITTEN AGREEMENT IS \ I J r _ - — -- J� // ; // I FULLY EXECUTED BY BOTH PARTIES. ( C1. L / .i4_ I I ig I i��AI \ , / // , \ RBUCKS TEMPLATE VERSION i2017.07.28 I r1, 1 LI / , \ \ \ , \ i ,A 1 c- \ , / \ , ti) 2'. I / \ / Ii ��,; AirviII // 4,/ I / /' �� / / / GPD Engineering and Architecture d / / Professional Corporation I / / NI / / / 520 SOUTH MAIN ST., SUITE 2531 IP. n I= ,-\ E /// // / / / GPD PROJECT NO: 2016355.42 1 \ 0. 'lEi / I // I o_ u // /0 -J °\ / / s,S SINE S�,oy I i C/ / I 92464t� II OIll / / jor07 # 441 411111, OREGON __yip I ` \ / I 10 0 / \ / / r11"��� -y 02128119 I • `\` i •es J - r C S 3 I Ct I C C / / \ , EXPIRES: — _ = / -- / 166 � \ B // l JO: W ///// _ / II / / D co I l' // - . / N Cf ' Cn \ 4 , __ _ _ _ ___. , \ ,,. .,„ ,,, ,c, ,,, , / / * w ,... , i ,,,._ . / z •,, , 0 \\ \ i , ` / /` — N / / / LL N / / / LEGEND i— cn Q \ \ \ // // ` / (SEE SHEET C-001 FOR GENERAL LEGEND) CU cc a. 0 11 / = - - - - - 7` _ _\\ \ j_ _ </ / // ��� PROPOSED SILT BARRIER Q / // \ \ \ �� / ` O / ���� REFER TO SWPP DETAILS Z Q 0 / // // \ I/ 1� / ,// PROPOSED SILT FENCE U �n U O / \\ ^ /j ) \\ / II , /// ��/ / SF REFER TO SWPP DETAILS -� V O N CD 0Q \;\ // \\ ///;)/1/ ,/ \\ / I / / / ^ / PROPOSED 18"DIAMETER 3 MIL HDPE I..� Q CO i // II \\ // / \\ A / / /� / o_ D_ r — — COMPOST FILTER SOCK / \\ // // / // / / / REFER TO SWPP DETAILS \\ /// I \\\ //v // \\ /�/ \\\ �// / �I / 1 STORE #: 418 I ✓ / \\ // \\ /y / I I ' PROPOSED CONCRETE WASHOUT PROJECT #: 04753-029 _ / 1\ / \ // I I I / / S OUT FACILITY / / // \\ // ' / I I /// / •' ' •` REFER TO SWPP DETAILS ISSUE DATE: 2/25/19 �J / / \\ �V/ / / // / .I�I� DESIGN MANAGER: JOHN PARK / / 11 // / 0_•,��` LEEDOAP: - / / / / // CHECKED BY: / / Revision Schedule Rev Date By Description U.ndc:rg,ou-id Jt. "-:es ��" 2 Working Days ����� SHEET TITLE: Before You Dig '` -==== NOTES: 1) SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE BEGINS. eiiiitiri- k 2) ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER iller = =_ 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 DISSIPATED ALONG ITS LENGTH. 11 - 4 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. 4) WHERE POSSIBLE,SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE. 0 5) WHERE POSSIBLE,VEGETATION SHALL BE PRESERVED FOR 5 FT.(OR AS MUCH AS POSSIBLE) 02017 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. STARBUCKS COFFEE OFFEE 6) THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 IN.ABOVE THE ORIGINAL GROUND COMPANY 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 THESE DRAWINGS AND SPECIFICATIONS ARE SEALED. CONFIDENTIAL AND SHALL REMAIN THE SOLE O8) POSTS SHALL BE A MINIMUM OF 5 FEET LONG,2 INCHES IN DIAMETER AND SPACED A MAXIMUM OF WHICH HIGH IS YS THE STARBUCKS CORPORATION, E 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 STARBUCKSSTORE(WHICH IS SUBJECT TO CHAANGENGS AT ANYTIMME)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 6 IN.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 MESHFULLY 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 1�if MULTI-FILAMENT HEAVY DUTY DIRECTLY TO THE POSTS. RBUCKS TEMPLATE VERSION 12017.07.28 I 3 mil HDPE 5 mil HDPE 5 mil HDPE POLYPROPYLENE MULTI-FILAMENT MATERIAL TYPE I ( 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. ‘..#1ed® 12" 12" 12" 12" 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 I 18" I 24" 24" 24" 24" EACH SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND. Professional Corporation 32" 32" 32" 32" 520 SOUTH MAIN ST., SUITE 2531 MESH OPENING 3/8" 3/8" 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. 1"REBAR THROUGH (ASTM G-155) „6Ae0 PRop, MINIMUM MAINTENANCE: GlN S LOOPS FOR BAG e N �c.,Q ''per REMOVAL FROM INLET FUNCTIONAL 6 9 6 1 2 SILT FENCE SHOULD BE INSPECTED REGULARLY AND FREQUENTLY AS WELL AS AFTER EACH �kr 92464* . p LONGEVITY MONTHS MONTHS MONTHS YEAR YEARS RAINFALL EVENT TO INSURE THAT THEY ARE INTACT AND THERE ARE NO GAPS AT THE ,1 GRATE FENCE-GROUND INTERFACE OR TEARS ALONG THE LENGTH OF THE FENCE. IF GAPS OR TEARS ARE .- 3 DUMP STRAPS 2 •IVO-PLY SYSTEMS FOUND,THEY SHOULD BE REPAIRED OR THE FABRIC REPLACED IMMEDIATELY. ACCUMULATED - i I EACH I NTCONTINUOUSLY PE NET WOUND SEDIMENTS SHOULD BE REMOVED FROM THE FENCE BASE WHEN THE SEDIMENT REACHES OREGON //i INNER CONTAINMENT ONE-THIRD TO ONE-HALF THE HEIGHT OF THE FENCE. SEDIMENT REMOVAL SHOULD OCCUR MORE v4t),II 201 02/28I19 ."//.I%II/:Ir/I"//.11' in NETTING FREQUENTLY IF ACCUMULATED SEDIMENT IS CREATING NOTICEABLE STRAIN ON THE FABRIC AND �• ; I FUSION-WELDED JUNCTURES 3/4”X 3/4"MAX.APERTURE SIZE ' f-e - - • Ir . .. ° COMPOSITE POLYPROPYLENE FABRIC THERE IS THE POSSIBILITY OF THE FENCE FAILING FROM A SUDDEN STORM EVENT. WHEN THE SILT t t r EXISTING/PROP. CATCH BASIN ° ' (WOVEN LAYER&NON-WOVEN FLEECE MECHANICALLY FENCE IS REMOVED,THE ACCUMULATED SEDIMENT SHOULD BE REMOVED. OUTER FILTRATION EXPIRES:06/30/2020 MESH FUSED VIA NEEDLE PUNCH) EXPANSION 3/16"MAX.APERTURE SIZE W RESTRAINT(1/4" o.a �• 4 SOCK FABRICS COMPOSED OF BURLAP VIAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS ' NYLON ROPE,2" .• °• n 10"MAXIMUM n L.L_ FFLAT WASHERS) ° COMPOST SHALL MEET THE FOLLOWING STANDARDS: ORGANIC MATTER CONTENT 80%-100%(DRY WEIGHT BASIS) LEVEL CONTOUR Q ORGANIC PORTION FIBROUS AND ELONGATED NO SLOPE M a pH 5.5-8.0 ------rr IT MOISTURE CONTENT 35%-55% ♦^ PARTICLE SIZE 98%PASS THROUGH 1"SCREEN V ELEVATION V V J it °'a 4 SOLUBLE SALT CONCENTRATION 5.0 dS MAXIMUM 10'MIN. 18" , FLAT SLOPE IN W a BLOWN L FRONT OF BARRIER— I 7 I •n' °p ' . • .. ALL CONCRETE PLACED 2"X 2"WOODEN STAKES PLACED 10'O.C. 16"MI�IMUM Z U �, TRUCKS BLACK LETTERS FILTER MEDIA COMPOST FILTER SOCK FLOW f;V • •1• •1 e ■1• ANCHOR BALES - SHALL ON WHITE DISTURBED AR ED AREA 34"MI IMUM • °� WITH(2)2"x2"x4' WASHOUT HERE BACKGROUND 12"MIN. SILTSACK Re lar Flow Z 5'MINIMUM � ) " � � SILTSACKa spaC2TZCATIox e e STAKES PER BALE N ` "U" l U MIN. ///.," O Cri U a) Property Test Method Test Result cn 10 MIL GALVANIZEDSECTION VIEW Control of Sediment Entering Catch Basins w ° ° O " CHANNEL POST �'�0'�''' TRENCH TO BE Q FM (Stormwater Management) Grab Tensile ASTM D-4632 300 lbs. POLYETHYLENE F- o NTS r;•O�,•.•i• LLI Grab Elongation ASTM.D-4632 20% .< SHEETING ¢ o EXISTING 4;e�I�iL%''' BACKFILLED AND n 0 O Puncture ASTM D-4833 120 lbs. > • • O Q�ir Mullen Burst ASTM 0-37864533 800 P.s.I. e e 1-FFINISH GRADE CONTOURS DISTURBED � •�- COMPACTED Z n/ OQ s.o Description - BALES TO BUTT j �� I..L Trapezoid Tear ASTM D-4533 120 •lbs. m AREA��0'1',�/ SECTION Q W Resistance ASTM D-4355 80% _• 1.1 This work shall consist of furnishing, installing, " removing `� g Apparent Opening ASTM D-4751 40 US Sieve • 3-0 MIN SIGN SHALL BE PLACED IN ~ ~ maintaining, and SILTSACK Sediment Control Device 2 -- _ Flow Rate ASTM 0-4491 40 Gal/Min/Ft • ■ ■ • • els • V V Q as directed by the engineer or as shown on the contract permittivity ASTM 0-4491 0.55 sec- 1 1 1 SOIL _ f • LjJ ♦^ (jJ A PROMINENT LOCATION COMPOST -� V 0 CD a drawings. The SILTSAGK Sediment Control Device isAGGREGATE.` EMBEDMENT 2"X 2"WOODEN STAKES PLACED 10'O.C. - 0 O N (9 manufactured by: OR PLAN .. AT WASHOUT AREA FILTER SOCK CC _ ACF Environmental, Inc. SILTSACK Hi-Flow 1801 A-Willis Road WASHOUT SIGN UNDISTURBED Richmond, Virginia 23237 property Test Method Test Result 18"± AREA , Q_ D- Phone: 800-644-9223 — BINDING WIRE .,.,1.,, Grab Tensile ASTM D-4632 265 lbs. r 6"MIN IMBEDMENT ,1,1 1,,,,1,, PLAN VIEW Fax: 804-743-7779 Grab Elongation ASTM D-4632 20% 30"± ;,��t:;t�1C`:;l��a�\� WRAP GEOTEXTILE STORE #: 418 STRAW BALE(TYPICAL) NTS -`� Puncture ASTM D-4833 135 lbs. �:�:�i�i`.i'�` • \� 2.0 Materials 12"MAX `1;;;t;;;; :;t,•,t/,; AROUND STAKES Mullen Burst ASTM D-3786 420 P.S.T. 10 MIL XISTING GRADE .,,., .,;,a,,;.,,.,,a PROJECT #: 04753-029 .,� .. .�e 2.1.1 The SILTSACK shall be manufactured from a woven Trapezoid Tear ASTM D-4533 45 lbs. + — ADAPTED FROM FILTREXX ,;o;:,ttm,:;t;,tc BEFORE DRIVING POLYETHYLENE " ISSUE DATE: 2/25/19 polypropylene and sewn by a double needle machine, UV Resistance ASTM 0-4355 90% o0 00 0 00 ,�,�,,�,�,,�,�,,�, •using a high strength nylon thread. Apparent opening ASTM D-4751 20 uS Sieve ' - - SHEETING / - -/4:TYPICAL) COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK JOINING SECTIONS &&l;;; ;:9l;l: Flow Rate ASTMD-4491 200 Gal/Min/Ft2 �. ,,.,1,l.`l:; DESIGN MANAGER: JOHN PARK " OF SILT FENCE 2.1.2 The SILTSACK seams shall have a certified average Permittivity ASTM D-4491 1.5 sec"' � � 12 MIN --WOOD STAKE(TYPICAL) SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. .,,i LEEDOAP: wide width strength per ASTM D-4884 standards as � SEASONAL HIGH Y i PRODUCTION DESIGNER: GPD GROUP follows: +XII properties are minimum average roll values —6"MIN DEPTH GROUNDWATER TABLE TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. CHECKED BY: 3.0 Construction Sequence AGGREGATE SILTSACK style Test Method Test Method TYPICAL SECTION ALL AROUND 3.1.1 To install the SILTSACK in a catch basin, remove the CRITERIA FOR GEOTEXTILE FABRIC SILT FENCE,PER CURRENT STATE'S DOT SPECIFICATIONS. Regular Flow ASTM D-4884 165.0 lbs./in grate and place the sack in the opening. Hold out NOTES: ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES Y2 THE ABOVE GROUND HEIGHT Revision Schedule Hi-Flow ASTM D-4884 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 I TEST METHOD 2.1.3 The SILTSACK will be manufactured to fit the opening frame. This is the area of the lifting straps. WASTES. MINIMUM TENSILE STRENGTH 120 LB.MINIMUM ASTM D 4632 Rev Date ByDescription of the catch basin or drop inlet. The SILTSACK will Replace the grate to hold the sack in place. 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 Y2 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 SILTSACK; the SILTSACK shall have lifting loopse an 3.1.3 To remove the SILTSACK, take two pieces of 1" 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WITHIN 24 HOURS OF INSPECTION. MINIMUM PERMITTNITY 1x10-2SeC-1 ASTM D 4491 integral part of the systemmto be used to lifttthe SILTSACK from the basin; the SILTSACK shall have a diameter rebar and place through the lifting loops on WASHOUT IS 75%FULL. restraint cord approximately halfway up the sack to each side of the sack to facilitate the lifting ofAPPARENT OPENING SIZE AOS<0.84 mm ASTM D 4751 the SILTSACK. 4. WASHOUT AREA(S)SHALL BE INSTALLED INA 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 3.1.4 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 5. ONE OR MORE AREAS MAYBE INSTALLED ON THE CONSTRUCTION SITE AND MAYBE RELOCATED MANUFACTURER'S RECOMMENDATIONS. SHEET TITLE: the sack should be emptied. Once the strap is lifting straps (connected to the bottom of the sack) UN TURE 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) I 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 geotextile 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 clean. The SILTSACK should be stored out of the CONCRETE WASHOUT AREA SCALE:AS SHOWN SILTSACK DETAIL sunlight until needed on another project. A2 A3 COMPOST FILTER SOCK SILT FENCE SHEET NUMBER: Al N.T.S. A5 N.T.S. N.T.S. N.T.S. C-132 VII 12 W VV VV L VV vv VV I L VV vv = Yy - A / VV - vv J yY - -Yy Yv =- I L VV u�- - vv I 2 W �u W --%)1 --1-2-w- ST-V- W" SD 1 L14_ - - � **It( - - 3 -� GAS --- ----- GAS - GAS -------- GAS GAS - GAS � GAS �� GAS GA5 GAS GAS - - - GAS - - - GAS GAS -- - GAS GAS - GAS - GAS Z jik .....; Aih6 - H _ _ _____---* O I p - O A - - m �_ E \ E -. - E - E E - - E E ------ 1 02017 STARBUCKS COFFEE COMPANY W E - E T T T --(13 F - F F F -- F F�_ i= F E E E - E E E 0 10 T T - T T T T T - F _ F - F �. _ F F F F ' SIT �Id • SIT �/d m1ld l/d Vd lid _ - ----1/d----= = -F-- 5 20 STARBUCKS COFFEE 1/d • �Id r y 1 (--- `i _ y Hvd �Id ;��1� ` `Dld �/� 1,._10' COMPANY U Q o { 0® r \ �� �/� ��� Horizontal Scale in Feet SEATTLE, WASH2401 UTAH ENGTONNUE 0UTH 98134 (206) 318-1575 '[.: ` -� - -� 1 > T \ THESE DRAWINGS AND SPECIFICATIONS ARE CL II CONFIDENTIAL AND SHALL REMAIN THE SOLE \ ---\ PROPERTY OF STARBUCKS CORPORATION, +► ju WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE ' _ _ 7--D '+-> O g REPRODUCED (IN WHOLE OR IN PART), SHARED r r \y WITH THIRD PARTIES OR USED IN ANY MANNER CO \ 1 / �,,=�r�• ON OTHER PROJECTS OR EXTENSIONS TO THIS _ _ Wr 101 �-J - CO ,.�.*� PROJECT WITHOUT THE PRIOR WRITTEN ST ST S CONSENT OF STARBUCKS CORPORATION _ if_ 1 STrrr T � 102 THESE DRAWINGS AND SPECIFICATIONS ARE Yid' �' 10 INTENDED TO EXPRESS DESIGN INTENT FOR A ��. O ® t� PROTOTYPICAL STARBUCKS STORE (WHICH IS \ _______ 108 SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. N yla - M� C� CT ��' ii ONOR LIABINEITHER PTY TO THE OTHER EXCEPT STY SHALL HAVE ANY TATOED W�~` W_s�_ �; 0 ` ABOVE) UNTIL A WRITTEN AGREEMENT IS W -I J 0 �JO O O O O O FULLY EXECUTED BY BOTH PARTIES. _1 W II �I I STARBUCKS TEMPLATE VERSION 12017.07.28 co II C3) II 0 AlZ Cn 1: II GPD Engineering and Architecture CB y II Professional Corporation A 520 SOUTH MAIN ST., SUITE 2531 . con Li U AKRON, OH 44311 --tRIu co P: 330-572-2100 F: 330-572-2101 3AN , > SAN SAN SAN SAN SAN S' N SAN E , _ r GPD PROJECT T N O: 2016355.42 �U RQFfi� � � -/ 0 I 010 - _ ,$ lel" 4. 11 00 ':11.E.G.4:0111111111 , 1.11117 (4.). lip 1 _ OO a ''s.----__ 7 . .� � 02/28/1 sl- 9 B i 0 0 c �- W ( Q ) )P/L . P/L .. P4 o ) P/L .-_.----� _/ L -7C . D co ST ST ST -- ST T ST ST -- ST - ST ST r LEGEND ® N (SEE SHEET C-001 FOR GENERAL LEGEND) U) ›- -i It cn ST EXISTING STORM SEWER v) -i SAN EXISTING SANITARY SEWER V" EXISTING WATER SERVICE � I UTILITY STRUCTURES GAS PROPOSED GAS SERVICE Z U N STRCT.ID STRUCTURE DETAILS E EXISTING UNDERGROUND IN ELECTRIC SERVICE U' PROPOSED CATCH BASIN F PROPOSED UNDERGROUND O rjj U a) CB (SEE SHEET C-502) COMMUNICATIONS l' Cl) Q RIM=165.22 w a Li- GENERAL SHEET NOTES A INV.8"(NW)=163.14 Pei w BE PROTECTED THROUGHOUT INV.8"(SE)=163.14 L EXISTING ELECTRICAL VAULT Q Q > O 1. ALL UTILITIES AS SHOWN AS EXISTING SHALL REMAIN ANDWATER z CONSTRUCTION.CONTRACTOR SHALL VERIFY SIZE OF EXISTING UTILITIES AND COMPARE PROPOSED STORM CLEANOUT 300. EXISTING 1"DOMESTIC WATER SERVICE.CONTRACTOR TO VERIFY PRIOR TO START OF WITH STARBUCKS STANDARDS.EXISTING UTILTIES THAT ARE NOT ADEQUATE FOR CONSTRUCTION. CO (SEE SHEET C-502) EXISTING ELECTRICAL U Q 0 O 101 RIM=165.62 TRANSFORMER 1-)1 C� Q STARBUCKS USE SHALL BE REPLACED AS NEEDED, 301, EXISTING WATER METER TO REMAIN. // 2. THE DEVELOPMENT IS REDUCING THE AMOUNT OF IMPERVIOUS AREA BY 1,500 SF, INV.8"(NE)=163.29 // E O O N C.� THEREFORE THE STORM SYSTEM IS ASSUMED TO BE ADEQUATE FOR SERVICING THE SITE t1 I- WCO AFTER THE DEVELOPMENT TAKES PLACE. ROPOSED STORM CLEANOUT ELECTRIC AND COMMUNICATIONS CO�� (SEE SHEET C-502) 1 r // - GA! T EXISTING TELEPHONE VAULT PLAN KEYNOTES O ISTORE #: 418 X REM-165.48 400. PROPOSED ELECTRICAL METER TO BE INSTALLED FOR SERVICE UPGRADE.GC TO INV,8"(NE)=163.57 1 1 rai 0 EXISTING TELEPHONE PROJECT #: 04753-029 STORM COORDINATE WITH ELECTRIC COMPANY AND DETERMINE FINAL METER LOCATION. 11 / PEDESTAL 2/25/19 PROPOSED STORM CLEANOUT /./ a ISSUE DATE: 100- EXISTING STORM INLET TO REMAIN AND BE ADJUSTED TO GRADE.SEE TABLE TO RIGHT AND 401. EXISTING ELECTRIC AND/OR TELECOMMUNICATIONS SERVICE CONNECTION TO 1I ST PROPOSED STORM SEWER DESIGN MANAGER JOHN PARK SHEET C 121 FOR PROPOSED RIM ELEVATION. REMAIN. CO (SEE SHEET C-502) H // 402. EXISTING ELECTRIC TRANSFORMER TO REMAIN.COORDINATE RECONNECTION 103 INV.8"(NE)=162.62 + // W PROPOSED WATER LINE LEEDOAP: 101. PROPOSED WYE CONNECTION AT EXISTING STORM SEWER.CONTRACTOR TO VERIFY INVERTIPRODUCTION DESIGNER: GPD GROUP PRIOR TO START OF CONSTRUCTION. REPORT BACK TO ENGINEER IF INVERTS IN FIELD VARY WITH ELECTRIC COMPANY. //// CHECKED BY: 403. PROPOSED ELECTRICAL SERVICE TRENCH AS REQUIRED BY ELECTRIC COMPANY EXISTING STORM INLET(RAISE TO \\ �j �( � IW A APPURTENANCES FROM WHAT IS SHOWN ON THE PLANS FOR FURTHER DESIGN OPTIONS.SEE SHEET 0-502. DESIGN. PROPOSED GRADE) ------__ l ,I' \ # INV=161.43 CB RIM(EXISTING)=164.44 , 0 Revision Schedule 102. PROPOSED 18 L.F.OF 8"DIP STORM SEWER @ 0.50%. RIM PROPOSED =165.12 r 0 X I- 103. PROPOSED 23 L.F.OF 8"DIP STORM SEWER 0.50%. GAS 1 ( ) j w O UTILITY CONSTRUCTION KEYNOTE Rev Date By Description @ INV.8"(N) 1C2.74 �i w 104. PROPOSED 30 L.F.OF 8"DIP STORM SEWER @ 0.50%. 500. EXISTING 1"GAS SERVICE TO BE UPGRADED AS REQUIRED PER NW NATURAL INV,8"PVC(N)=183.54(PROPOSED) ( 0 ) \ i� CI] 105. PROPOSED 50 L.F.OF 8"DIP STORM SEWER @ 0.50%. GAS DESIGN. INV.8"PVC(S)=163.54(PROPOSED) \ r 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. - ET T w SEWER.CONTRACTOR SHALL FULLY GROUT CONNECTION AND ENSURE THE CONNECTION CONTACT NW NATURAL GAS 503-220-2360 TO COORDINATE. lid • �Id z @ EXISTING STORM INLET(RAISE TO DOES NOT LEAK.INV=163.54 PROPOSED GRADE) _ �h DI o U �i�� 107. PROPOSED 6 L.F.OF 8"DIP STORM SEWER @ 0.50%. C8 RIM(EXISTING)=165.10 I- � 2 Working Days Before You Dig ;`;w/, SHEET TITLE: 108. PROPOSED 19 L.F.OF 8"DIP STORM SEWER @ 0.50%. 2 RIM(PROPOSED)=165.47 Q 109. CONTRACTOR TO CORE DRILL INTO EXISTING CATCH BASIN AND INSTALL PROPOSED STORM INV.8"(8)-163.40 F 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 OFF END OF STORM SEWER. INV=162.62 PROPOSED WATER QUALITY UNIT (' -\l �)._ `L1Jiii! I01 SCALE: AS SHOWN 111. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER TO PROPOSED 8"DIP. WQ (SEE SHEET C 502) RIM=165.10o SHEET NUMBER: SANITARY B INV.8"PVC(NW)=163.02 ' } II 200. EXISTING SANITARY SEWER TO REMAIN. INV.8"PVC(E)=161.52 -141 PAINT CURB YELLOW PER - _ PAVEMENT MARKINGS AND - _ NOTES DETAIL,SHEET C-501. __ 40 \,25,, ,. EXTERIOR WALL(STEP DOWN "to � vi PERIMETER WALL WHERE il; A 4 _ __- OCCURS) .--- \3,0 307 4"O.D.,5' -Thl- HIGH GALVANIZED 1/2"PRE-MOLDED EXP. .0' 0 STEEL BOLLARD, / / I/ JNT.W/JNT.SEALER • `3'0•,,,.N 1• M CONCRETE FILLED j (TYP.)@ CURB PJB �� �� Q %.- �, / 4"BOLLARD '(P � 0 p PG�j0:�� ' Q0' O� / / CONTROL JOINT �'S NOTE: / / y r 14" 02017 STARBUCKS COFFEE COMPANY PAINT CURB TAPERS YELLOW PER PAVEMENT / MARKINGS AND NOTES DETAIL,SHEET C-501. / O STARBUCKS COFFEE PARALLEL RAMP (TYPE 2) / _ / 2401 COMPANY PAVENUE ouTH / ro / SEATTLE, WASHINGTON 98134 PAINT CURB YELLOW PER P�*P QO Q. �q �p,S O PROPOSED 7 (206) 318-1575 PAVEMENT MARKINGS AND `Z�01- 0�� 0'N �P��P\ N��E BUILDING / PROPOSED BUILDING NOTES DETAIL,SHEET C-501. ��S O*SSE •�� THESE DRAWINGS AND SPECIFICATIONS ARE 8"THICK,WITH 1/2"DIA.REINFORCING BARS AT 12"EACH PROPOSED r PLAN VIEW CONFIDENTIAL AND SHALL REMAIN THE SOLE OFT4. � ��� Cq PAVED AREAS ONLY) IN SLAB(USE BLOCKOUT IN FRAME&GRATE / 1 PROPERTY OF STARBUCKS CORPORATION, O 144'0,;184:49.46, 4 \ 2/o SLOPE 2 WHICH IS THE OWNER OF THE COPYRIGHT IN �Q�� F SAN N i THIS WORK. THEY SHALL NOT BE �� Q� lL,y �:Q < ° °, a - o F.F / 1/2"PRE-MOLDED EXP.JOINT REPRODUCED(IN WHOLE OR IN PART), SHARED ' SO FRF Q CONTRACTOR TO PROVIDE JOINT �� „a „ ;,° j� ° i; oWITH JOINT SEALER CONT. WITH THIRD PARTIES OR USED IN ANY MANNER . SEALER WHERE P.C.C.MEETS ASPHALT .. o / ON OTHER PROJECTS OR EXTENSIONS TO THIS • So• • '0B p S0• PAVEMENT :.i PROPOSED �, �, of / a PROJECT WITHOUT THE PRIOR WRITTEN M/ y0 Q`Q\ �4,0`���CF,Qp44, CATCH BASIN � //- CONSENT OF STARBUCKS CORPORATION. • • p \� P�����5�3`� NOTE: �N 4"MINIMUM COMPACTED AGGREGATE � FOUNDATION / 4 4 ° THESE DRAWINGS AND SPECIFICATIONS ARE 1011\ �� Qp��,0 PAINT CURB TAPERS YELLOW PER PAVEMENT CRUSHED LIMESTONE BASE • • a INTENDED TO PROTOTYPICAL REBS DESIGNDEINTENTE(WHICH ISA P`' �- MARKINGS AND NOTES DETAIL,SHEET C-501. O C STARBUCKS P� ���C Q� O CURB AT / i SUBJECT TO CHANGE AT ANYTIME)AND DO �' g0 NOTE: PERPENDICULAR RAMP 5'-0" THRU AS DETAILED / v� �= PROP.PAVEMENT AND NOT REFLECT ACTUAL SITE CONDITIONS. �� PAINT CURB TAPERS YELLOW PER PAVEMENT - -, 7'-0" ELSEWHERE 8 .PAEPa�� AGGREGATE BASE AS NEITHER PARTY SHALL HAVE ANY OBLIGATION MARKINGS AND NOTES DETAIL,SHEET C-501. I - I 11ir-n�-/l INDICATED ELSEWHERE NOR LIABILITY TO THE OTHER(EXCEPT STATED 6"CONCRETE CURB AS PARALLEL RAMP (TYPE 1) \ \ / I M ABFOULLY EXECUTEDVE) UNTIL A BY BOTH PARTIES. TTEN AGREEMENT IS DETAILED ELSEWHERE, /\ FLUSH WITH PAVEMENT-- 6"CONCRETE CURB AS USE LESSER / CONCRETE *VARIES,SEE I STARBUCKS TEMPLATE VERSION 12017.07.28 O O ( ) ( DIMENSION AS / �_FOOTER ARCHITECTURAL DETAILED ELSEWHERE, O O REQUIRED TO DRAWINGS SEAL JOINT " 6" - ` FLUSH WITH PAVEMENT, WALK AS DETAILED o O O c ) ( ) / //// SLOPE PER DETAIL TO 1"R I~�I ELSEWHERE— O O m o ( ) ( ) MEET PROPOSED PAVEMENT AS DETAILED FRONT EDGE OF RAMP 2 R \\J ° . =1 -111= SEAL JOINT SLOPE PER DETAIL TO o o o ? �- c � < ) CURB a ELSEWHERE MAX 50:1 ��m I-1 I FRONT EDGE OF RAMP - o O �' 01—III— ( ) � ) a ° a ° d III-1' PAVEMENT AS DETAILED MAX 12:1 0 0 ) AZ _ti3v. -T� °° ��x ' ° ° a O O BUILDING FOOTER x x =1 I =III- ELSEWHERE II ° ' O O , a MIN.6" GPD Engineering and Architecture 4. .. - I III1 1La° x •x –���I'NW AP 6, a • • ! Professional Corporation �•.. • .Z ���-III-III- e • �•c COMPACTED P o �wvC ..000,•,.. • a a o• a ��-1 1—�� —I I E. I = _ I I I—I I =1 I 1=1 I I i • ( �— (—j__ I I-1 I —I r -- AGGREGATE 520 SOUTH MAIN ST., SUITE 2531 '� -I I-1 I—III—I I—I I—I 1=1 I—I 1-111-1 I I—III I I I =1 I I I I=1 1=1 �� ° cam_ _ _ _ _ _ ° I I=1 I I=1 I I1 I I=1 1=1 111 111 111 I I-1 I I-1 I I-1 I = I-1 I I III—'' !} 1 I_ i -II�_I I III I I I=1 I I-III-III-I I I I I SECTION A NOTE: AKRON, OH 44311 • -�1=1 I-I I I=1 I 1=111=1 I I=1 I I-I I 1=1 =I I I I III-E I 1=1 11= I I NOTES: 1.PROVIDE COVER-IDEALSHIELD. P: 330-572-2100 F: 330-572-2101 I-111 111- -111-111-111-111=111-111=111=111-111=111=111-1 11 11=1 1- 4. 111=111=1I 1=111=111=111=111=111=111=111=111= -1 11 111=111=11H-1i' I11E11.1=111 1I_I I I—I I I-1 I I—Ill-1I I-1I1=1I1=1I1=1I1=1I1=1I1= 1 111 I I1 4 _ _ _ _ BOLLARD IN CURB 1-111=91= ' a _ _ I = - -111=III=111=III=1 11=111=111=1 I I=1 I I=11 I-I 1= =1 =1 _ i/ 1.4 X W1.4 " COLOR TO MATCH P7(GRAY). GPD PROJECT NO: 2016355.42 =1 I I-1 I I—III—III—III—I 11=1 1=1 11=1 11=1 11=1 11=1 I I I , _ I 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 11=111=111-111-111= 1= _— 1.CONTRACTOR SHALL INSTALL 1/2 PRE-FORMED C4 '111E11;-A114 i 1=1 11=1 I -Ed 11=1 11=1 11=I 11=III=III=III=I i I=I I I� ,1 1 I=11 11 1= -1 11=111=1 I I=1 11=I 11=11 I=111=1 I I=1 I I=11 I=111=111— 1= 1-1 W .W.F.CENTERED CONCRETE COLLAR EXPANSION JOINT MATERIAL AND JOINT SEALER N.T.S. =III-111= -I 1 I-1 11-111-111-111=111=111=I 11-111=111-111- CURB TO BE POURED =111-.o =11 ° 111-111-111-111-111-111-111-111-111=111=111=111=111— II- CONCRETE WALK 0 AS WHERE PAVEMENT ABUTS CURB. 111E111---- ,11=111=111=111=111=111-111-11 I-1 I I-1 I IH''' INTEGRAL WITH WALK =111 1= -111=111=111=111=111=111=111=1 11-111-111—ITI-111—I '1 I=1 11=1 11=111=1 11=1 11=111=1 I I11' ;,- N.T.S. ,� � �'PRU�r�S I=1 I I=III—III=1 =1 I I=1 I I_ 6"x6"-W1.4 X W1.4111E111=-11 III=1 11=1 11=1 I I=1 I Ii I I I-1 11= DETAILED ELSEWHERE -11 I= I I I 1=11 I—I I 1III MINIMUM 4"COMPACTED `' ��GiN� �sip '-111911-E1117--111-11'- W.W.F.CENTERED FRAME 4 GRATE NEENAH FOUNDRY No. R-1729 OR N*tfe CAST-IN-PLACE CONC. * .i...;;mi * SET IN BED OF MORT. \\ w _ — ADJUSTMENT GRADE RkNGS 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 r SPECIFICATIONS AND INSTALLATION GUIDELINES. 36" F&C GRADE RINGS MAX. 4'-0" • d 5"MIN. 3. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER 10.. a TO PROPOSED 8"DIP. �� �� 1„i GO 2017 STARBUCKS COFFEE COMPANY -1 r • ❑ d • . a C.I.STEPS NEENAH PROPOSED CONCRETE MANHOLE ', ' STARBUCKS COFFEE R-1981-J,OR c APPROVED EQUAL. a• ❑ SEE DETAIL,THIS SHEET 4=7::, � �- PRECAST SECTIONS . ° -. 4' r •r . 2401 COMPANY OUTH CONFORMING TO ❑ 4 ASTM.C-478 . STEPS SEATTLE, WASHINGTON 98134 i.' 0 36” F&C 04' • `• (206) 318-1575 i i4 ', 4 THESE DRAWINGS AND SPECIFICATIONS ARE 9 • • ` CONFIDENTIAL AND SHALL REMAIN THE SOLE 6" ' " PROPERTY OF STARBUCKS CORPORATION, r 6" PRECAST CONST. WHICH IS THE OWNER OF THE COPYRIGHT IN 4000 PSI CONC. \ THIS WORK. THEY SHALL NOT BE �/ Q' � Zni . INLET 4 • . 4 REPRODUCED (IN WHOLE OR IN PART), SHARED a s a 4 4• INLET _ ► �I , WITH THIRD PARTIES OR USED IN ANY MANNER ' .��i`i��. ° () T^ 0 n�, ON OTHER PROJECTS OR EXTENSIONS TO THIS CRUSHED STONE / ; OUTLET 4 a OUTLET IOR WRITTEN CONPROJECT SENT OFiT TOARBUCKS UT THE CO CORPORATION. O AGGREGATE#67 Olt \ / n , , THESE DRAWINGS AND SPECIFICATIONS ARE BAYFILTER MANHOLE a INTENDED TO EXPRESS DESIGN INTENT FOR A ai. _l,i�,�rPROTOTYPICAL STARBUCKS STORE (WHICH IS KEYED NOTES �I I: 1=111.Il D3 N.T.S. ; SUBJECT TO CHANGE AT ANYTIME)AND DO TOPSOIL&SEED,OR PAVEMENT AS �I=1 11= I—III— ,.�: r � � °4 � "4 • NOT REFLECT ACTUAL SITE CONDITIONS. ' , NEITHER PARTY SHALL HAVE ANY OBLIGATION OO .�I IIIE_ 5� - =I I� I z NOR LIABILITY TO THE OTHER (EXCEPT STATED DETAILED ELSEWHERE. III 1. 1- 0 ABOVE) UNTIL A WRITTEN AGREEMENT IS O UNDISTURBED EARTH -I!I— (1)522 TREATMENT CARTRIDGE FULLY EXECUTED BY BOTH PARTIES. O PLACE ODOT 304 GRANULAR BACKFILL IN © SEE SPECIFICATIONS BELOW STARBUCKS TEMPLATE VERSION 12017.07.28 6"MAX. LIFTS COMPACTED TO 98%MAX. DRY DENSITY PER D4353. O SAND ENVELOPE TO EXTEND 8"ABOVE in ANDii B 8"BELOW THE PIPE. O .- ,.: } THE BAYFILTER STORMWATER MANAGEMENT SYSTEM ISA FLOW RATE 0.05 CFS 5 EXCAVATE WIDTH OF TRENCH AS NEEDED. STDI M NTS.H AT DEVICE DESIGNED TD REMOVE FINE Al '� SEDIMENTS.HEAVY METALS.AND PHOSPORUS.7HE BAYFILTER CARTRIDGE TYPE 522 O , O Y � nmse SYSTEM RELIESONASPIRALWOUND MEDIAFLTER CARTRIDGEWITHPTY.CARTRIDGES1 - APPROXIMATELY45SQUAREFEET OF FILTRAION AREA.THE FILTER TECHNOL- OG1 ECARTRIDG€SAA€HOUSED INACONCRETESTRUCTURETHATEVENLY SEDIMENT CAPACITY 175 LBS BAYFILTER BF-48-1 �+p , +vrca UNANRce SYSTEMS.INC DISTRIBUTE5 THE FLOW 6E1'WEEN CARTRIDGES.TWE SYSTEM IS DATE 10!10!16 GPD Engineering and Architecture OCEMENT LINED, CLASS 52 DUCTILE IRON OFFLINE WITH AN EXTERNAL BYPASS TWAT RDUTE$WIGH INTENSITY DRAWN EKH Professional Corporation ao 1030 Deer Hollow Drive 1-800-3RYSAVER 4640 TRUEMAN BLVD STORMS AROUND THE SYSTEM THE FILTER CARTRIDGES REMOVE I p WATER SERVICE LINE. — Mount Airy,MD 21771 1-800-229-7283 HILLIARD,OH 43626 POLLUTANTS FROM RUNOFF BY FILTRATION I CHECKED PR I 1-800-733-7473 /INTERCEPTIONIATTACHMENT)ANDADSORPTION- I SCALE N.T.S. I 520 SOUTH MAIN ST., SUITE 2531 AKRON, OH 44311 12" - PIPE - _ 12" _ OD P. 330-57 2 2100 F: 330 572-21 01 GPD PROJECT NO: 2016355.42 BayFilter 522"0 WATER SERVICE TRENCH Size=28"(711 rnm)diameter op oxF Weight=125 lbs.(57 kg) ����GINE 4> N.T.S. Media Area 45 tt�{4.2 n TOP OF CASTING SHOWN ON PLAN(EJIW V-5622 FRAME& BICYCLE SAFE GRATE FOR 2'x2'CATCH BASINS AND EJIW Flow Rate 22-5 gpm(85 At min) r 91464 V-5636 FRAME&BICYCLE SAFE GRATE FOR 3'x3'CATCH IN THE EVENT THAT A CATCH BASIN IS LOCATED ALONG Flow Rate per Square Foot=0.50 gprT>ttt2(20 umiWr Iliiiiiip ' 4 dol A CURB THE CONTRACTOR SHALL MODIFY THE WIDTH ( ,. y. *wit/ BASINS OR APPROVED EQUAL) Minimum Operational Head=18"(457 mm) OREGON' OF THE CONCRETE BLOCKOUT ALONG THE FACE OF i 4 7'-0"SQUARE CONCRETE BLOCKOUT(8'-0" CURB, EXPANSION JOINT MATERIAL SHALL BE PLACED Recommended[resign Head .2p"(spa mm) SQUARE FOR 3'x3'CATCH BASINS),8"THICK, BETWEEN CURBING AND CATCH BASIN STRUCTURE. Sediment Capture Capacity T 175 lbs(79 kg) 0 `' y'"'20<t r'; r WITH 112"DIA.REINFORCING BARS AT 12"EACH Manifold Diameter=3'(76 mm) • _.r � ®2!28/1 WAY,PLACED AT MID-DEPTH IN SLAB(USE ^ PROPOSED OR • 3'-0"MIN. BLOCKOUT IN PAVED AREAS ONLY) 2% E I EXISTING CURB tri 06/30/2020 �- SLOPE `v1_ � V ) .4 4 . . . ,1 4 I Ill )l 11, X' 11d r 1! )tp 6 'c'I •It Et CONTRACTOR TO PROVIDE JOINT SEALER WHERE P.C.C.MEETS ASPHALT PAVEMENTD co I 450 PER UTILITY PLAN _4041, I NBRICK,CONCRETE BLOCK, (�` J 0 it ( ) ( ) CAST-IN-PLACE,OR PRECAST V W HH II I o C ) ( ) INVERT ELEVATION M ) ) 85 ADS BAYFILTER Z U— N c ) TOP OF CASTING SHOWN ON PLAN(EJIW • g : N.T.S. - CN • V-5622 FRAME&BICYCLE SAFE GRATE • i., FOR 2'x2'CATCH BASINS AND EJIW V-5636 • TSI • ti U; U CD FRAME&BICYCLE SAFE GRATE FOR 3'x3' o . Q I CATCH BASINS OR APPROVED EQUAL) `� LI O NOTE: KEYED NOTES 2 ❑ O 1. PRECAST WALLS SHALL BE REINFORCED SUFFICIENTLY TO SECTION A r PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE. BOTTOM SLAB MAY BE PRECAST SEPARATELY KEYED NOTES O TOPSOIL&SEED,OR PAVEMENT AS z Q +� Q `�`) DETAILED ELSEWHERE. PLAN 2. CAST-IN-PLACE CONCRETE SHALL BE 4,000 PSI @ 28 DAY.ALL (6"THICK MIN.)AND THE OUTLET PIPE PLACED 1 EXCAVATE WIDTH OF TRENCH AS NEEDED W W Q CD Et PRECAST CONCRETE SHALL MEET STATE REQUIREMENTS ON TOP OF IT WITH THE BOTTOM SHAPED TO O O CONTINUOUS METALLIC WARNING TAPE � 0 � 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 0 O CV 0B1 O CLEAN SELECT GRANULAR BACKFILL I 3. ALL STORM SEWER GRATES TO HAVE NOTATION:'DUMP NO BE AT LEAST 8"THICK. BACKFILL IN 6"MAX. LIFTS.SUITABLE SOIL WASTE, DRAINS TO WATERWAY'.CONTRACTOR TO VERIFY0- 0- r — I— N.T.S. 90% o WITH LOCAL JURISDICTION EXACT WORDING. SHALL BE COMPACTED TO MIN.(98/° 4O 6"CLEAN SAND ENVELOPE MIN.UNDER PAVEMENT)DRY DENSITY, PER STORE #: 418 ASTM D698,GRANULAR BACKFILL SHALL BE O O 4"PVC ELECTRICAL CONDUITS PROJECT #: 04753-029 COMPACTED TO 75%(80% UNDER (SCHEDULE 40),QUANTITY AS REQUIRED PAVEMENT)RELATIVE DENSITY, PER ASTM O 4"PVC TELEPHONE ISSUE DATE: 2/25119 KEYED NOTES2'0" r 4353. GRANULAR BACKFILL REQUIRED I - j JOHN PARK UNDER PAVEMENT. -�� CONDUIT(SCHEDULE 40),QUANTITY AS 0 LDEEDOAPANAGER: "'— O CONCRETE, MATCH PAVEMENT SPEC. O SQUARE © O PROPOSED STORM OR SANITARY SEWER `i -11 IEI _ 1=III CHECKED BY -1 I!—I i 11=1 11 REQUIRED PRODUCTION DESIGNER: GPD GROUP =1 _ 2 6"(MIN. AGGREGATE BASE mom'Al TOPSOIL,SEED,AND MULCHING OR -1 I-1 I I I I—I 11- 1 -±-71111=4.1-16Ii—;1 1=11 i—E i i-- ) � � � ill —1 i_.=1. II111N 1111111111111111111111; J� ' III i a� PAVEMENT AS DETAILED ELSEWHERE. i 1- IIT—I I I j—I I-- i; Recision Schedule O3 fi"DIA.CLEAN-OUT PIPE 0 r ONO.57 OR NO.67 AGGREGATE PLACED A 0 =III I—�1 I ire ;� ,4 a 2 1 PIPE 45° BEND 5 MINIMUM OF 12"ABOVE THE TOP OF THE PIPE ? 11 ,11 j 1 I Rev Date By Description O CAP AND SEAL CONDUIT _� ,� 5 THREADED CLEAN-OUT CAP �• `' `= 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 *tte Ak w �s illik MINIMUM STANDARD PAVEMENT MARKING STENCIL PAVEMENT MARKING LEGEND SINGLE-ACCESSIBLE PARKING SPACE (VAN-ACCESSIBLE DESIGNATION REQUIRED) Background RESERVED , 02017 STARBUCKS COFFEE COMPANY PARKIN6. G C (stroke width) a SIGN SIGN ACCESS AISLE .ACCESS AISLE SIGN • R7 oR7 NO OR NO O67-9 STARBUCKS COFFEE -C:1-" *ARK i PARKING) .. . �� COMPANY O 2401 UTAH AVENUE SOUTH VAN SIGN SIGN 7 ' PARKING Q ACCESSIBLE R pR7 ga SEATTLE, WASHINGTON 98134 - l (206) 318-1575 Curb ramp A (Id / (shall not extend into THESE DRAWINGS AND SPECIFICATIONS ARE the access aisle) CONFIDENTIAL AND SHALL REMAIN THE SOLE 71 - $" PROPERTY OF STARBUCKS CORPORATION, a " ACCESSIBLE ROUTE .� - WHICH !S THE OWNER OF THE COPYRIGHT IN THIS WORK, THEY SHALL NOT BE ' f- - I REPRODUCED (IN WHOLE OR IN PART), SHARED �, - , ,, ., ` Sign - \_ 1 2 WITH THIRD PARTIES OR USED IN ANY MANNER location / ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN a - I---- 2'-`) 2'-� y B THECOSE DRAWINGSAND SPECIFICATIONS NSENT OF STARBUCKS OO RE (_ __ill.. INTENDED TO EXPRESS DESIGN INTENT FOR A x_.36' Typ I PROTOTYPICAL STARBUCKS STORE (WHICH IS v Wheel stop SUBJECT TO CHANGE AT ANYTIME)AND DO (Typ) r, NOT REFLECT ACTUAL SITE CONDITIONS Pavement Marking Background: Optional: Blue, RetroreflectivePARKING 1 2" NEITHER PARTY SHALL HAVE ANY OBLIGATION im /� 3£• 3 NOR LIABILITY TO THE OTHER (EXCEPT STATED White 4" = i - Pavement Marking Stencil: White, Retroreflective ABOVE) UNTIL A WRITTEN AGREEMENT IS wide lines 4' FULLY EXECUTED BY BOTH PARTIES. Angle orientation o for field layout DIMENSIONS (INCHES) 60" 1 STARBUCKS TEMPLATE VERSION i2017.07.28 I Access aisle LEGEND ti; LEGEND A BCDE l= G v `_ '` 2' Typ MINIMUM 28 24 3 \\`� --_L STANDARD 41 36 4 Pavement Marking Legend: White or Yellow, Retroreflective . Al iiiiii&Allh' ' - The "No Parking" pavement marking is used to designate an access aisle GPO Engineering and Architecture Pavement markings The pavement marking stencil shall be used to designate an accessible reserved for persons use parking with a DMV permit. This marking shall Professional Corporation required. See Figures parking area reserved for vehicles with DMV permits. 6 & 7 for details be required for all access aisles next to accessible parking spaces. 520 SOUTH MAIN ST., SUITE 2531 Engineering judgement should be used for placement location to give AKRON, OH 44311 9' Min - = 8' Min--.---~ P: 330-572-2100 F. 330-572-2101 best visual location to prevent illegal use of access aisle. Yellow may be GPD PROJECT NO: 2016355.42 Detectable warning surface required used instead of white to increase contrast between access aisle white if curb ramp is located within public lines and the "No Parking" legend. right-of-way �>Ga���G1Al��o! PROp '�, ' � Figure 1 6Figure 6 I I Figure 7 1") is t 492464•.. i 7 lt OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSIONS , 4 . L" � Standards for Accessible Parking Places Standards for Accessible Parking Places Standards for Accessible Parking Places OREGON" August 2018 August 2018 August 2018 -1 0 .,." 02/28/19 SIGN DESIGN SIGN DESIGN SIGN DESIGN i2E :O6/30/2020 SIGN NO. R7-8a SIGN NO. R7-8 w SIGN NO. OR7-9 12 T Z T1.5 l 7 It ,$� RESERVED /2c - cn _ � 3 � 4 1225 PARKING }2c _ W 2 D } -fl.5 I VAN 2 ACCESS AISLE 1.5B SIGN NO. OR7-9a U ACCESSIBLE X1.5© NO -2 1 N h 4 �� 2.25 3C "` A X1.06 0 . . o \ I 13 H Q 1- a-........ .... - _ '4 , _1 - -1 . . wLi- BORDER 3.19 11.63 -,.I`-1 -- � 0 a o R=1.5" 5 co 5.87 TH=0.438" 4 PARKING 36 1N=0.325" 1 1. NI. , Z IL < VJ 6 BORDER 1` ''0 9.8 ).D6 �� 1 5 _.- \ >r� i1.07 U < o CD 1 R=1.5" .. 11 I- -I--- I= �-1 W r r w BORDER 1 10 1 BORDER 2.72 6.55 2.73 ) V TH=0.375" IN=0.375" R=1.s" R=1.zs°' NOTES: 0 0 N _ TH=0.375" TH=0.325" Ix CO IN=0.375° IN=0.325" 1. SEE OREGON ADA DETAILS FOR SIGN t1 1- a I"" 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 ISSUE DATE: 2/25/19 I Sign Legend: Green, Retroreflective sheeting Sign Legend: Green, Retroreflective sheeting Sign Legend: Red, Retroreflective sheeting TUBE EXTENDED INTO POST IS OUT OF VEHICULAR PATH OR DESIGN MANAGER: JOHN PARK g g 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 a0 POST SHALL BE EMBEDDED 3'-6"IN A CHECKED BY: Sign OR7-9a: Use when back of walk directly behind access aisle is not 0 12"DIA.CONCRETE FOOTING 4'-0" available for sign placement and sign must be placed to `�h-- DEEP(0.12 CU.YDS.OF CONCRETE Refer to Standard Highway Signs book for details and dimensions. one side ofpedestrian access ramp. �- Revision Schedule Refer to Standard Highway Signs book for details. FINISHED SURFACE PAVEMENT REQUIRED). AS DETAILED ELSEHWERE i 4. SIGN TO BE PROVIDED AT ALL Rev Date By Description SEALED EXPANSION JOINT A II14 _ ACCESSIBLE PARKING SPACES AS PER -4 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 a I 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 11 d a SIGN SHALL BE 5'-0"FROM THE FINISH where "No Parking" pavement marking may not be visible regularly from PIPE COLUMN 6"BELOW 12" .__ 1 / GRADE. snow or sand. Place sign to have direct view from end of access aisle when FROST LINE(3 FT. MIN. SHEET TITLE: . possible outside of accessible route. BELOW FIN.GRADE). co OREGON ADA STANDARDS A5 HANDICAPPED PARKING SIGN POST Figure 9 14 Figure 8 13 Figure 1 1 I� N.T.S. SCALE: AS SHOWN SHEET NUMBER: C-503 LANDSCAPE NOTES & PLANTING SPECIFICATIONS SCOPE OF WORK OTHER MATERIALS CLEANUP )111111r-- 77== 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. I 4_ 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. 0 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) 318-1575 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 THESE DRAWINGS AND SPECIFICATIONS ARE 4. MAINTAIN THE LANDSCAPING BY KEEPING ALL PLANTS DISEASE-FREE AND PLANTING BEDS (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 GROOMED,EXCEPT IN NATURALLY OCCURRING VEGETATION AREAS. 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. 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 CLOVERS,AND FREE FROM ALL NOXIOUS WEEDS. SUBJECT TO CHANGE AT ANYTIME)AND DO IN A CLIMATE SIMILAR TO THAT ON SITE. NOT REFLECT ACTUAL SITE CONDITIONS. 1. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ZONES 3,4&5:APPROVED BLUE GRASS BLEND ALL WEEDS AND NEITHER PARTY SHALL HAVE ANY OBLIGATION 2. PLANTS-ALL PLANTS SHALL BE HEALTHY,OF NORMAL GROWTH,WELL ROOTED,FREE FROMNOR LIABILITY TO THE OTHER(EXCEPT STATED GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF AT THE CONTRACTOR'S DISEASE AND INSECTS.QUALITY AND SIZE OF PLANT MATERIAL SHALL CONFORM TO ANSI ZONE 6:APPROVED FESCUE BLEND ABOVE) UNTIL A WRITTEN AGREEMENT IS Z60.1 "AMERICAN 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. I STARBUCKS TEMPLATE VERSION i2017.07.28 I PLANTING 2. SOD SHALL BE RECENTLY MOWED TO A HEIGHT OF NOT LESS THAN 3 INCHES. IT SHALL BE CUT INTO STRIPS OF NOT LESS THAN 3 FEET AND NOT OVER 6 FT.WITH A UNIFORM WIDTH 4. PLANTS SHALL BE IN A HEALTHY,VIGOROUS CONDITION,FREE OF DEAD OR BROKEN 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 __ 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 _ © THE NATURAL FORM. CASE LESS THAN 1 INCH. 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 PLANTS 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 BURLAPPED PLANTS SHALL BE HANDLED ONLY BY THE ROOT 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,AS 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: 330-572-2100 F: 330-572-2101 DAMAGE THE ROOT SYSTEM.CONTAINER PLANTS SHALL HAVE BEEN ESTABLISHED FOR A GRANULAR WITHS 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 �0 PRox BRANCHES,AS THIS MAY PULL THE PLANT OUT OF THE CONTAINER AND BREAK OR LOOSEN ,� � &,� THE ROOT BALL AND DAMAGE THE ROOT SYSTEM. 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 ISS, �NC,Ily ���S>o� 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 ty }, 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). 92484 l- OTHER COVERINGS.PLANTS SHALL BE PROTECTED FROM DRYING OUT AFTER DELIVERY BY + 4i PLANTING IMMEDIATELY;IF THIS IS NOT POSSIBLE,THE ROOT BALL SHALL BE COVERED WITH 6. INSTALL BED EDGING AND MULCH PER MATERIALS SPECIFICATION AND DETAILS. 7. AFTER LAYING,THE SOD SHALL BE WATERED THOROUGHLY AND TAMPED WITH APPROVED PEAT MOSS OR EARTH,AND WATERED FREQUENTLY TO KEEP IT MOIST UNTIL PLANTING. SOD TAMPERS SUFFICIENTLY TO BRING THE SOD INTO CLOSE CONTACT WITH THE SOD BED OREGON f. ) 7. REMOVE ALL SALES TAGS,STRINGS,STRAPS,WIRE,ROPE OR OTHER MATERIALS THAT MAY AND INSURE TIGHT JOINTS BETWEEN THE SECTIONS OR STRIPS. y 11.07. 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. . `• 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. EXP€1w2IES: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. FINISH GRADING REQUIRED TO COMPLETE LANDSCAPE WORK.IMPORTED TOPSOIL SHALL CONSIST OF Q LOOSE,FRIABLE,LOAMY TOPSOIL WITHOUT ADMIXTURE OF SUBSOIL OR REFUSE. 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 SEEDINGD co PERCENT ORGANIC MATTER. OF FINISH GRADE. 1. GRASS SEED SHALL BE FRESH,CLEAN,DRY,NEW-CROP SEED COMPLYING WITH THEN N ASSOCIATION OF OFFICIAL SEED ANALYSTS'"RULES FOR TESTING SEEDS"FOR PURITY AND 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. (I) 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 W THOUSAND SQUARE FEET.APPLY SEED AND PROTECT WITH STRAW MULCH AS REQUIRED 7I 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: L U SURFACE WATER. MIN.% MAX.% LL N 4. PARKING LOT ISLAND SHALL BE BACKFILLED AS PART OF THIS CONTRACT. MIN.% PURE WEED O V ti PROPORTION NAME GERM. SEED SEED Cl) a) SOIL CONDITIONING GROUND COVER 30%30% CREEPING RED FESCUE(FESTUCA RUBRA) 85 98 0.50 KENTUCKY BLUEGRASS (POA PRATENSIS) 80 85 0.50 H CO Iii W n LL 0 O 1. OBTAIN LABORATORY ANALYSIS OF STOCKPILED AND IMPORTED TOPSOIL COMPLETE WITH 20% PERENNIAL RYE GRASS(LOLIUM PERENNE) 90 98 0.50 0 RECOMMENDATIONS FOR SOIL AMENDMENT. Q 20% ANNUAL RYEGRASS(LOLIUM MULTIFLORUM) 85 92 1.00 Z Q 1. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS. ( ) Q 2. BEFORE MIXING,CLEAN TOPSOIL OF ROOTS,PLANTS,SOD,STONES,CLAY LUMPS,AND W Q W Q OTHER EXTRANEOUS MATERIALS HARMFUL OR TOXIC TO PLANT GROWTH. 2. MULCH GROUND COVER WITH 2"THICKNESS OF SPHAGNUM PEAT. 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 O - N (9 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 d a I"' 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 A PRE-EMERGENT BEFORE FINAL STORE #: 418 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 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 LEEDOAP: 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 By 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 TO MAINTAIN POSITIVE DRAINAGE,HAVE A 4 LAYER OF TOPSOIL APPLIED AND BE SEEDED ACCORDING TO SPECIFICATIONS ON THIS SHEET. CONSIST OF THE FOLLOWING:25%ORGANIC COMPOST,75%ACCEPTABLE TOPSOIL. DRIP IRRIGATION OR SIMILAR.CONTRACTOR SHALL ENSURE BUILDING WALLS AND WINDOWS WILL NOT BE DAMAGED OR STAINED BY IMPROPER IRRIGATION INSTALLATION OR POOR SELECTION OF FIXTURES.SYSTEM SHALL INCLUDE ALL APPURTENANCES&BE APPROVED BY OWNER. SHEET TITLE: 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 ----- -_ — lid lid - 1/d lid lid -1/d lid lid lid -1/d -1/d lid - - 42te r Y r r P 1 - -1 - :-,lId • l/d ; ` _ ti lid - l/d • lld • — r� 9 { o { � , �� 7-Ag j 0/01 ' ��_ I lid INT.. 4)Ar Q. ; 1111446 0-\ - _i ,28 D 4 / I Lem 32 D (LAWN) ® ® LAWN) H I� tI LAWN A. . 0 ' a _. .� - _ , Mr tSáiö.Oé s a ae ea a ae a 0,00/010K LAWN) ..A , y (� > \0 0 v }. r V V — Alt. e ° ° 1 O 2917 STARBUCKS COFFEE COMPANY i'.'• L, ♦' ♦ \,� L. , 0:.' CD 'T ST.----- 1----i-1� .�• n --•� °Dn � r ° STARBUCKS COFFEE •:'• ♦ _ __ • • e m - �• -�.,® s . ° .13 ° 6-Ag ` �\ 5 1,r=10' 20 COMPANY ' ` 8 Mr \ + L ♦ !� 5-Nd 8-Dc 9 Dc . 1Q-Dc Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH ► C "'� D D, W W W W f W W W . ` . W W Y' . V L 0SEATTLE, WASHINGTON 98134 `V • y�3 n P �I_/ ��0I r%rep.1��,,•; �` ` +I (206} 318-1575 �lv♦ \�, r -.P I � e P 1 9 p_ _ 9 °,D • a r r `-fir . tW et,0 o 0 vivo ��`- . 4 r 7, Ott% 0 y ficó, •I. ° , 1•1e .� - LAWN� �. •�, , ® � � CONFIDENTIAL AND SHALL REMAIN THE SOLE .; +L >: • ' II r'_ elf , . ` - - PROPERTY OF STARBUCKS CORPORATION, . . a s r a I 7 Cd ( C WHICH IS THE OWNER OF THE COPYRIGHT IN Ilpr. A. ... ; gp \ 5-Ct F ° I WAIL- �. THIS WORK. THEY SHALL NOT BE �' 3-Bx11:011: . 0 REPRODUCED (IN WHOLE OR IN PART), SHARED 1"\ ) ° r • s 6. A ` WITH THIRD PARTIES OR USED IN ANY MANNER . . - a , ON OTHER PROJECTS OR EXTENSIONS TO THIS • PROJECT WITHOUT THE PRIOR WRITTEN - __ ,. .. ; CONSENT OF STARBUCKS CORPORATION ''-::P 4 .. , � THESE DRAWINGS AND SPECIFICATIONS ARE -_'a ° Lgli,.. ....-4INTENDED TO EXPRESS DESIGN INTENT FOR A --� -:-. PROTOTYPICAL STARBUCKS STORE (WHICH IS • , i b. r 17-Dc SUBJECT TO CHANGE AT ANYTIME)AND DO W Q , NOT REFLECT ACTUAL SITE CONDITIONS „ 0crs� nn L1 4 D _4p._ NEITHER PARTY SHALL HAVE ANY OBLIGATION ` lu' /�►� NOR LIABILITY TO THE OTHER (EXCEPT STATED C.) 0 . .. . b 4..D. e , -.,., • �OP�� ABOVE) UNTIL A WRITTEN AGREEMENT IS W W P �loevi FULLY EXECUTED BY BOTH PARTIES. / ` ° ' I STARBUCKS TEMPLATE VERSION i2017.07.28 W pe .:. \=.\/ ' I Air y.---/- ,_.eHaliiii ' P ( � C� ° fir, .... eel . 11.1111k IIIIII ` � ILI , a .o , oj� ._ 8 'lli5-Dc GPD Engineering and Architecture n • a P , i Professional Corporation P dik- . 4 ii. W �® ° .` ° �i. l'11.-..71..111:', 1.'= ® VIM -- 520 SOUTH MAIN ST., SUITE 2531 • 9 Cd. YWPM. ' �` „�..❑p .� ® ' INK AKRON, OH 44311 ........ r 00�� P: 330-572-2100 F• 330-572-2101 0-6 N' ` W �� n ° .p 11111.1111111111. et0 , Or” GPD PROJECT NO: 2016355.42 ( 0,4 D111111111111111 ° 1D- -)) PIL f\ Pr L ° ) PIL � ` ° / VIIIPr, 1' � : �� ®en '� ���M O� `4�' E ire � {: t- 'Q y Tr CD 1111/411.17 CO &Ate/■ e \ OREGONl �� EF/ t� ' c".2 02/28119 plikinow,,. \40.467 EXPIRES:06/30/2020 ,,, CD W CD 7-Eu 1/ V._._ CIN C3) < ---,- - )T — 4-PI . 4:11; 0'r# D co 0 1 0)41 r --''..-'*\ ., d /( -6 4. 0 i: .,,,, \� K > ° { , wive10 coc)o®40 tYu) >— �ti „ ■ ■`►'., ,, \ 00// ,/ DO LE END W\\ - -\ - ,/ ���oo.�� 99 z = \, /, , / GPO 1!�;o��� D l� - N „ 1, r ) LL CV _ % \\ © //% �� ,// II , 1� r -1 1 / \\,, J // ( s� EXISTING TREE AND Q 007 �� / \, �/ # D r DIAMETER SIZE I- () Q LLI et LL. ( J/j' ❑ 0 O =/� EXISTING SHRUBS/n Z Q u) 0 15 0 CI w rQ I-1-1O Q 0V O NCS ---_—MI.r .--� PROPOSED LANDSCAPE BED EDGE I— a C0 — �........,„„ IRRIGATION NOTE: STORE #: 418 GC TO ENSURE ANY AND ALL SPRINKLER PROJECT #: 04753-029 PLANT LIST 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 INTERFERE 0 DESIGN MANAGER: JOHN PARK ' WITH CUSTOMERS IN DRIVE-THRU LANE. O 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 Bx Buxus semervirens 'Suffruticosa' Edging Boxwood 18 24" H Cont. 4' o/c Rev Date By Description iih, rQb Ct Choisya ternata 'Aztec Pearl' Mexican Ternate Orange 30 30" H B&B 4' o/c ���> 2 Working Days �Tr�� OPROPOSED SHRUBS,GRASSES Before You Dig w, ' 41.6 �Cd Cotoneaster dammer 'Coral Beauty' Bearberry Cotoneaster 16 No. 3 Cont. 5' o/c AND PERENNIALS Dc Deschampsia cespitosa Turfted Hair Grass 43 No. 2 Cont 2' o/c ,: '' Eu Euonymus japonicus 'Aureo marginatus' Golden Euonymus 43 No. 3 Cont 3' o/c " � - ( PROPOSED PLANT \ ) QUANTITY AND SYMBOL SHEET TITLE: Mr Mukdenia rossii 'Karasuba' CRIMSON FANS Red-Leafed Mukdenia 61 No. 1 Cont 24" o/c, triangular spacing . (LAWN) PROPOSED SODDED AREA LANDSCAPE PLAN Nd Nandina domestica 'Firepower' Heavenly Bamboo 5 18" H, No. 3 Cont. 3' o/c W PI Prunus laurocerasus 'Otto Luyken' Cherry Laurel 30 24" H B&B 3' o/c ` '" ` ` PROPOSED GROUND COVER, SCALE: AS SHOWN SEE PLANT LIST Zs Zelkova serrata Japanese Zelkova 2 24" Box Box Specimen SHEET NUMBER. L-101 SET TOP OF ROOT CROWN 1"ABOVE 0 FINISHED GRADE. ORGANIC MULCH PER SPECIFICATIONS. 02017 STARBUCKS COFFEE COMPANY �i�!► ROPE REMOVE TOP AND OF FROM oo TWINE,. STARBUCKS COFFEE COMPANY L1 ��FINISHED GRADE -4*(OVN ; .... .... ., ',,,, _,_ _... 2401 UTAH AVENUE SOUTH ��ITi 7 X111=1 i SCARIFY SIDES OF SEATTLE, WASHINGTON 98134 i 11�T_I_ig �;�,.�,�;, 1- 1aI I (206) 318-1575 II�11=1 I I � i PLANTING HOLE.IHI1=1 i �( dI111—III11—III= 4-IIE11= PLANTING SOIL PER THESE DRAWINGS AND SPECIFICATIONS ARE SII VIII f„ gill VIII III ���—i 1= SPECIFICATIONS. CONFIDENTIAL AND SHALL REMAIN THE SOLE 2 X BALL BREAK 6"SUB-SOIL AS NECESSARY. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER BALL & BURLAP SECTION ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. SET TOP OF ROOT CROWN 1"ABOVE THESE DRAWINGS AND SPECIFICATIONS ARE FINISHED GRADE. INTENDED TO EXPRESS DESIGN \ PROTOTYPICAL STARBUCKS STORE(WHICH IS ORGANIC MULCH PER SUBJECT TO CHANGE AT ANYTIME)AND DO IIII ,Or NOT REFLECT ACTUAL SITE CONDITIONS. SPECIFICATIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION FINISHED GRADE NOR LIABILITY TO THE OTHER(EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS rI —�7 ^� (ii—iii—It-J SCARIFY SIDES OF PLANTING I I-III=1I I— �� -I I1=1I I-1 f f FULLY EXECUTED BY BOTH PARTIES. ;111-11_1=III' ' III-111=111- HOLE. III-111— -111-) STARBUCKS TEMPLATE VERSION i2017.07.28 '-111„111 i _;_ ��_�IJ�, PLANTING SOIL PER 2 X BALL SPECIFICATIONS. CONTAINER SECTIONAZ 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 FILL AS NECESSARY. MULCH AT EDGE(FLUSH WITH TOP OF 0��A - ° DF PROp„ �' LAWN). it. kr rt- 92464` 7 SHRUB PLANTING DETAIL ORGANIC MULCH PER ' 010870Ail A3 SPECIFICATIONS.N.T.S. + s C7REGON f :::.0..:•:. W, •t, —{ -�,� Y 24'i i -_ = = .••, a 02/28/19 /\\/i\\/i\\/\ -_ _ _ AIIiI,�lEl l I ,MITI"I ----' \ -- `_ - III—III—I I III—I EXPIRES:06/30/2020 \�� 1 I-111-11 I-1' PLANTING SOIL AS SPECIFIED //\//\//\//\ I 111 III-11 \/\\/i��% I I I I 111 I II I II i 1 II= W�/ \�j�11=11111 I..L Q EXISTING SOIL D co NOTES PRUNE BRANCHES IF BROKEN OR DAMAGED USE WHEREVER MULCHED PLANTINGS TRANSITION TO TURF AREAS,INCLUDING ALL ( ) V( -/ GALVANIZED STEEL WIRE,SAFETY FLAGGING AND BLACK TREE MULCH RINGS,SHRUB BEDS,MASS PLANTINGS BEDS,ETC... RUBBER HOSE AS SPECIFIED. 7 = I L PLANT ROOT BALL SO THAT ROOT FLARE IS ABOVE > — N GRADE. EARTH SPADE EDGE DETAIL ti / PERSPECIFICATIONS.MULCH SHALL NOT B2 OI— V MULCH N.T.S. W < , -1/01• / TOUCH TRUNK. REMOVE TOP 1/2 OF BURLAP,TWINE,ROPE AND Q 0 Q 0 2'-0" R TYP. BASKET FROM ROOTBALL.REMOVE ANY EXCESS SOIL ('�/ FROM TOP OF ROOTBALL TO EXPOSE ROOT FLARE. FZ- '--� < V) 0 1'-0” MIN www 0 N Q 1 2"X 4"WOOD STAKE PLANT PERENNIALS AT THE SAME LEVEL a. i- w CO , 4THEY WERE GROWN IN THE NURSERY. a. a N I— _ 1 lid , gam' �0L_••'"��� FINISHED GRADE STORE #: 418 II 01 , 'i i 'II `,1! ..' 60 ♦iii moi; ..- d 11=111— 1=111.^ '‘i�i�i�vi�iei' 61!! PLANTING SOIL PER SPECIFIPROJECT #: 04753-029 ORGANIC MULCH PER SPECIFICATIONS.E I II 1-1 I I_ I SCARIFY SIDES OF PLANTING HOLE ISSUE DATE: 25/19 DESIGN MANAGER: JOHN PARK BREAK 6"SUB-SOIL AS NECESSARY ' • LEEDOAP: 2 X BALL DIAMETER PRODUCTION DESIGNER: GPD GROUP frFINISHED GRADECHECKED BY: \`i \\I�� Revision Schedule IC's• �1�1.. _ —..�:.`/.:e=e GENERAL NOTES: =:ii All ii=:::=—:':i��iil!!=::: Atli Rev Date By Description 1. IF ROOTBALL IS WRAPPED IN NON-BIODEGRADEABLE 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 f. y PUDDLE AND FILL AS NECESSARY. INDICATED SHEET TITLE: Al SHADE TREE PLANTING DETAIL 61 PERENNIAL PLANTING DETAIL LANDSCAPE DETAILS N.T.S. N.T.S. SCALE:AS SHOWN SHEET NUMBER: L-501