The URL can be used to link to this page

13-102647 (2)re7caimed snow fence FRONT ELEVATION -.WALK UP ELEVATION DRIVE UP ELEVATION REAR ELEVATION Ili 0 STARBUCKS COFFEE COMPANY SHELTER LANDSCAPE SETBACK t C N89'59'09"W 9.50'J CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. SOUTH 288TH STREET i CAUTION - NOTICE TO CONTRACTOR N88'46'20"W 2260.87' THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER ATLEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL13E RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMACE AT HIS EXPENSE. NORTH A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON GENERAL NOTES 1. REFER TO SHEET C100, C101 AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. REFER TO THE LANDSCAPE PLAN, SHEET L101, FOR STREET TREE PLANTING LOCATIONS. CONSTRUCTION NOTES O1 CONSTRUCT CONCRETE PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PAVEMENT RECOMMENDATIONS INCLUDING, BUT NOT LIMITED TO THE PAVEMENT SECTION, MATERIAL, AND SUBGRADE PREPARATION. COORDINATE MODIFICATIONS WITH THE OWNER/DEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION. O CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PAVEMENT RECOMMENDATIONS INCLUDING, BUT NOT LIMITED TO THE PAVEMENT SECTION, MATERIAL, AND SUBGRADE PREPARATION. COORDINATE MODIFICATIONS WITH THE OWNER/DEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION. O3 CONSTRUCT PRIVATE CONCRETE SIDEWALK AS DIMENSIONED AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS INCLUDING, BUT NOT LIMITED TO THE PAVEMENT SECTION, MATERIAL, AND SUBGRADE PREPARATION. COORDINATE MODIFICATIONS WITH THE OWNER/DEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION. RE: SHEET C202, DETAIL A. ® CONSTRUCT PRIVATE CURB RAMP, TYPE AS SHOWN. RE: SHEET C301 AND C202, DETAIL E. O PAINT 4-INCH WIDE, WHITE PARKING LOT STRIPES AS SHOWN. © PAINT 4-INCH WIDE, WHITE STRIPES, 2-FEET ON -CENTER AT 450 WITH 4-INCH WIDE WHITE BORDER STRIPES AS SHOWN. RE: SHEET C202, DETAIL H. O PAINT HANDICAP SYMBOL. RE: SHEET C202, DETAIL B. O PAINT OR INSTALL GREEN (PER STARBUCKS STANDARDS) VEHICLE DIRECTIONAL ARROW. RE: SHEET C202, DETAIL C. O PAINT 10-FOOT LONG BY 8-INCH WIDE WHITE STOP BAR & WHITE "STOP" AS SHOWN. 10 INSTALL HANDICAP PARKING SIGN. INCLUDE "VAN" PLACARD WHERE SHOWN. RE: SHEET C202, DETAIL D. 11 INSTALL PRE -MENU BOARD. RE: SHEET C701, DETAIL E. 12 INSTALL MENU BOARD AND ORDER POST. RE: SHEET C701, DETAIL D. 13 CONSTRUCT TRASH ENCLOSURE. RE: STRUCTURAL PLANS 14 INSTALL SITE LIGHTING. RE: PHOTOMETRIC PLAN AND DETAILS. 15 INSTALL CLEARANCE BAR. RE: SHEET C701, DETAIL A. 16 INSTALL "DRIVE THRU" DIRECTIONAL SIGNAGE. RE: SHEET C701, DETAIL C. 17 INSTALL "THANK YOU" AND "EXIT ONLY" DIRECTIONAL SIGNAGE. RE: SHEET C701, DETAILS B. 18 EXISTING WALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 19 INSTALL CONCRETE FILLED STEEL PIPE BOLLARD. RE: SHEET C702, DETAIL F. INSTALL ONE (1) BIKE RACKS. RE: SHEET C202, DETAIL F. 21 INSTALL MONUMENT SIGN. RE: SHEET C701, DETAIL F. © EXISTING CONCRETE DRIVEWAY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. �3 EXISTING RETAINING WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. CONSTRUCT CONCRETE RETAINING WALL. RE: STRUCTURAL PLANS �5 CONSTRUCT PUBLIC SIDEWALK. RE: COFW STD DWG NO. 3-12 26 CONSTRUCT PUBLIC CONCRETE CURB & GETTER. RE: COFW STD DWG NO. 34A �7 INSTALL STOP SIGN. RE: SHEET C202, DETAIL G. ® PAINT 4-INCH WIDE, DASHED WHITE STRIPE AS SHOWN. �9 PAINT 4-INCH WIDE, SOLID WHITE STRIPE AS SHOWN. 3Q INSTALL WHITE STAR PATTERN PANELS (4 TOTAL) CENTERED ON ORDER POST. RE: STARBUCKS CONSTRUCTION MANAGER. 31 PAINT OR INSTALL 4-INCH WIDE, GREEN STRIPE (PER STARBUCKS STANDARDS) ALONG CURB AS SHOWN. 0 10 20 40 SCALE: 1 "= 20'-0" LEGEND EXISTING PROPOSED CURB AND GUTTER PROPERTY LINE LIGHT POLE EI-0 ffM PLAN APP Pemdt IViu'f'ba: HANDICAP PARKING SPACE lid A kl, LANDSCAPE AREA LS mac---- PAINTED TRAFFIC ARROW canumb: PAINTED STOP BAR PARKING COUNT 10 Sterling Design Associates, Ilc CIVIL ENGINEERS - L.ANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO.44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC IrJ STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: n DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: DATE: SCALE: 6/12/13 1 " = 20'-0" PROJECT MANAGER: PROJECT NO.: JMN - DRAWN BY: DRAWING FILE: SJM PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 Ger. SHEET TITLE: SITE PLAN SHEET NUMBER: C201 N cv ry Q J D 0 0 X m L O a) co ''a)^ VJ U L cu VJ 0- 0 U) a) L m L L U) 9 0-9 S17 Ir- LO r co r C) N N STARBUCKS COFFEE COMPANY GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF IMPROVEMENTS SHALL MEET OR EXCEED THE CITY AND APPLICABLE UTILITY DISTRICT STANDARDS AND SPECIFICATIONS, AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY AND APPLICABLE UTILITY DISTRICT(S). 2. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON SITE AT ALL TIMES. 3. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARDS, UNLESS SPECIFICALLY STATED OTHERWISE. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED, AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY AND ALL UTILITY COMPANIES/DISTRICTS INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES/DISTRICTS TO OBTAIN TEMPORARY POWER, TELEPHONE AND WATER SERVICE DURING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES FOR WORK INCLUDING, BUT NOT LIMITED TO DEMOLITION, STREET CUTS, UTILITY INTERFERENCES, TRAFFIC CONTROL, GRADING, AND UTILITY FROM ALL APPLICABLE AGENCIES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF PROJECT SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 11. THE CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION FENCE PRIOR TO, AND THROUGHOUT CONSTRUCTION. 12. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY TO FURNISH SAFE WORKING CONDITIONS FOR THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY RULES AND REGULATIONS. 13. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE M.U.T.C.D. TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY (CITY, COUNTY, OR STATE) FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK AND INSPEC-i)ONS AS REQUIRED BY THE CITY, STATE, OR LOCAL DISTRICTS. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH INSPECTION. 15. THE CONTRACTOR SHALL NOTIFY THE CITY AND LOCAL UTILITY COMPANIES/DISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. 16. THE CONTRACTOR SHALL NOTIFY THE CITY AND LOCAL UTILITY COMPANIES/DITRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY. 17. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY GROUND -DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREA IS STABILIZED WITH HARD SURFACE OR PERMANENT LANDSCAPING. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO STREET PAVEMENT, FENCES, SOD, LANDSCAPING, SPRINKLER SYSTEMS, AND UTILITIES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL LOCATION AND CONDITION. 20. INCLUDED IN THIS PACKAGE IS THE DEMOLITION AND DISPOSAL OF ALL EXISTING UTILITIES, SITE IMPROVEMENTS AND SITE FURNISHINGS NEEDED FOR CONSTRUCTION OF THE IMPROVEMENTS SHOWN IN THIS SET OF CONSTRUCTION DRAWINGS. ALL QUESTIONS IN REGARD TO DEMOLITION SHALL BE SUBMITTED TO THE OWNER IN WRITING PRIOR TO BID. 21. ALL DEMOLITION, REMOVAL, DISPOSAL AND ABANDONMENT OF UTILITIES, STRUCTURES, SITE IMPROVEMENTS AND SITE FURNISHINGS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS. 22. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE CONSULTING ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 23. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS, GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAMES TO THE REQUIRED FINAL GRADE IN CONFORMANCE WITH THE CITY OR UTILITY COMPANY/DISTIRCT STANDARD SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY INSPECTOR AT ALL TIMES. 25. AS -BUILT PLANS AND FIELD NOTES SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY, COUNTY, STATE, FEDERAL OR UTILITY DISTRICT; OR TO THE OWNER/DEVELOPER AS REQUIRED BY AND IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S OR OWNER/DEVELOPER'S CRITERIA. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON VICINITY MAP CO �O 509 SI �� 5 w �\ co cN Q 1-- S 284TH ST r- S 284TH PL y w Q Q Q S 285TH ST. > N F- F- m ►- N S 286TH ST. N = d11-0 cn w N Q S 288TH ST. uo N 0 °N° co S 288TH ST. PROJECT >_ cb v, LOCATION < IL UU) w S29 ST LL Q Q Q ST rCID 99 Co 5 02 .O y� S 296TH ST (.P NORTH (NOT -TO -SCALE) GENERAL NOTES (CONTINUED 26, NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CITY, COUNTY, STATE OR LOCAL DISTRICT AND THE ENGINEER OF RECORD. 27. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER FOR THE OWNER/DEVELOPER AND THE ENGINEER IMMEDIATELY. 28. BENCHMARK VERIFICATION: THE CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 29. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATION. 30. THE SITE CONSTRUCTION PLANS INDICATE THE WORK TO BE COMPLETED FOR THE PROJECT. THE CONTRACTOR SHALL COORDINATE SAID WORK WITH THE OWNER AND THE TENANT CONSTRUCTION MANAGER(S) TO CONFIRM THE LIMITS AND DETAILS OF THE WORK TO BE PROVIDED AND COMPLETED. CONSTRUCTION SHALL ALSO BE COORDINATED WITH TENANT IMPROVEMENT PLANS AND LANDLORD WORKLETTER. 31. CONCRETE PAVEMENT JOINTS SHALL MEET THE REQUIREMENTS OF WADOT STANDARDS AND SPECIFICATIONS SECTION 5-05.3(8)A, B AND D; AND WADOT STANDARD PLAN NO. A-40.10-02 FOR TRANSVERSE CONTRACTION JOINTS (W/O DOWELS) AND 4" ISOLATION JOINTS. CONTRACTION JOINTS SHALL BE PLACED EVERY ±12' AND ISOLATION JOINTS EVERY ±24' UNLESS SPECIFIED OTHERWISE IN THE PLANS. MODULAR BUILDING COORDINATION PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS TO VERIFY COORDINATION BETWEEN THE MODULAR BUILDING PLANS AND THE SITE CONSTRUCTION PLANS FOR THE FOLLOWING, AT A MINIMUM: 1. BUILDING DIMENSIONS, SETBACKS FROM SITE FEATURES, AND ENTRY LOCATIONS; 2. SITE GRADES, FINISHED FLOOR ELEVATION, STRUCTURAL FOUNDATION DESIGN, AND ENTRY ELEVATIONS; 3. ALL UTILITY SIZES; AND BOTH HORIZONTAL AND VERTICAL BUILDING ENTRY LOCATIONS. LEGAL DESCRIPTION (PER CHICAGO TITLE COMPANY'S ALTA COMMITMENT, THEIR ORDER NO. 1360698, DATED MARCH 29, 2013 AT 8:00 A.M.) THE WEST 100 FEET OF THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EAST OF PRIMARY STATE HIGHWAY NO. 1; EXCEPT THE NORTH 1084.76 FEET THEREOF; AND EXCEPT THE SOUTH 20 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 6641477; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 8704150548; AND EXCEPT THAT PORTION THEREOF CONDEMNED BY THE CITY OF FEDERAL WAY PURSUANT TO AMENDED STIPULATED CONSENT JUDGMENT AND DECREE OF APPROPRIATION ENTERED IN KING COUNTY SUPERIOR COURT CASE NUMBER 02-2-31009-5 KNT, RECORDED UNDER RECORDING NUMBER 20030801000670; AND EXCEPT THAT PORTION THEREOF CONDEMNED BY THE CITY OF FEDERAL WAY PURSUANT TO AMENDED CONSENT JUDGMENT AND DECREE OF APPROPRIATION ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 06-2-01388-3 KNT, RECORDED UNDER RECORDING NUMBER 20070518001886. BASIS OF BEARING SOUTH 43043'11" EAST, AS MEASURED BETWEEN CITY OF FEDERAL WAY SURVEY CONTROL POINTS 3776 (K.C. NO. 5616) AND 4406 (K.C. NO. 6808). BENCHMARK CITY OF FEDERAL WAY SURVEY CONTROL POINT 4406, BEING SOUTH QUARTER CORNER OF SECTION 33, T22N, R4E,W .M. ELEV.= 483.62 US FEET (NGVD 1929). FLOODPLAIN DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C1235 F, PANEL 1235 OF 1725, LAST REVISED MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE (http://msc.fema.gov) ON MAY 1, 2013: ZONE X (UNSHADED). AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. SHEET INDEX C100 COVER SHEET C101 GENERAL NOTES C102 CITY NOTES 1 OF 1 SURVEY C201 SITE PLAN C202 SITE DETAILS C301 GRADING & STORM DRAINAGE PLAN C302 GRADING & STORM DRAINAGE DETAILS C303 SITE SECTIONS ISterling Design Associates, Ilc C401 TESC PLAN CIVIL ENGINEERS - LANDSCAPE ARCHITECTS C501 UTILITY PLAN C701 STARBUCKS Sil E SIGNAGE 2009 w. Littleton Blvd. #300 Littleton, CO 80120 C702 STARBUCKS SITE SIGNAGE DETAILS 727 ph 30ssocia4s.com www.SterlingDesignAssociates.com L101 LANDSCAPE PLAN L102 TREE RETENTION AND VEGETATION PLAN PREPARED UNDER THE DIRECT SUPERVISION OF L103 LANDSCAPE D`TAI LS SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO.44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC CIVIL ENGINEER STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON, CO 80120 (303) 794-4727 CONTACT: MS. SARA J. MARTIN, PE LANDSCAPE ARCHITECT ZOLLNER LANDSCAPE ARCHITECTURE, LLC 2228 151 ST. PL. SE. BELLEVUE, WA 98007-6321 (425) 747-4543 CONTACT: MR. MARTIN ZOLLNER, RLA SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC 18215 72ND AVE. SOUTH KENT, WA 98032 (425)251-6222 CONTACT: OWEN B. HILLE, PLS AGENCY REFERRALS PLANNING/ZONING DEPARTMENT CITY OF FEDERAL WAY 33325 8TH AVE. SOUTH FEDERAL WAY, WA 98063 (253) 835-2644 CONTACT: MS. JANET SHULL FIRE DEPARTMENT FEDERAL WAY FIRE DEPARTMENT 31617 1 ST AVE. SOUTH FEDERAL WAY, WA 98003 (253) 946-7349 CONTACT: MR, MEL MCMAHON STORM SEWER DEPARTMENT CITY OF FEDERAL WAY 33325 8TH AVE. SOUTH FEDERAL WAY, WA 98003 (253) 835-2734 CONTACT: MR. KEVIN PETERSON SANITARY SEWER DEPARTMENT LAKEHAVEN UTILITY DISTRICT 31623 1 ST AVE. SOUTH FEDERAL WAY, WA 98063 (253) 945-1580 CONTACT: MS. KATHY BROWN ELECTRIC COMPANY PUGET SOUND ENERGY 3130 SOUTH 38TH ST. TACOMA, WA 98409 (425) 462-3588 CONTACT: MS. TISHA HEMLER RIGHT OF WAY CITY OF FEDERAL WAY 33325 8TH AVE. SOUTH FEDERAL WAY, WA 98063 (253) 835-2743 CONTACT: MS. SARADY LONG WATER LAKEHAVEN UTILITY DISTRICT 31623 1 ST AVE. SOUTH FEDERAL WAY, WA 98063 (253) 945-1580 CONTACT: MS. KATHY BROWN BUILDING DEPARTMENT CITY OF FEDERAL WAY 33325 8TH AVE. SOUTH FEDERAL WAY, WA 98063 (253) 835-2607 CONTACT: MS. GRACE ?? HEALTH DEPARTMENT KING COUNTY PUBLIC HEALTH 401 5TH AVE, SUITE 1100 SEATTLE, WA 98104 (206) 263-8448 CONTACT: MS. JASMINE GEORGE TELEPHONE CENTURY LINK 23315 66TH AVE. SOUTH KENT, WA 98032 (253)372-5363 CONTACT: MR. VICTOR NOVELO 411 Q w tx SI STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: DATE: SCALE: 6/12/13 1 " = 10'-0" PROJECT MANAGER: PROJECT NO JMN DRAWN BY: DRAWING FILE SJM PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: COVER SHEET SHEET NUMBER: RESUBMITTED C100 AUG 092013 CITY OF FEDERAL WAY Ibbi., CDS GENERAL SITE NOTES 1. REFER TO SHEET C100 & C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. THE CONTRACTOR SHALL REFER TO THE GRADING PLAN FOR CURB TYPES AND FLOWLINE ELEVATIONS. 3. THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, STAIRS, PRECISE BUILDING DIMENSIONS, AND BUILDING ENTRANCES. 4. ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND LOCAL CODES. 5. REFER TO MODULAR BUILDING PLANS FOR BUILDING SIGNAGE LOCATIONS. 6. REFER TO MODULAR BUILDING PLANS FOR ELECTRICAL REQUIREMENTS. 7. SIGNAGE TO BE ON TIME CLOCK SYNCHRONIZED WITH EXTERIOR SITE LIGHTING. 8. CONTRACTOR SHALL COORDINATE SIGNAGE PERMIT, INSTALLATION, AND SPECIFICATIONS WITH STARBUCKS CONSTRUCTION MANAGER. 9. CONTRACTOR SHALL COORDINATE WIRELESS COMMUNICATIONS PACKAGE, INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, MONITORS, ETC. WITH STARBUCKS CONSTRUCTION MANAGER. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH STARBUCKS CONSTRUCTION MANAGER. GENERAL GRADING AND DRAINAGE NOTES 1. REFER TO SHEET C100 & C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. IF, DURING THE OVERLOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER IMMEDIATELY FOR RECOMMENDATIONS. 3. ALL EARTHWORK, GRADING, OVERLOT GRADING, BACKFILLING, FILLING, EXCAVATION, COMPACTION, PAVEMENT, AND FLATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH MODULAR BUILDING BUILDING PLANS AND SPECIFICATIONS. 5. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB AND GUTTER AND UTILITIES 6. SPOT ELEVATIONS REPRESENT FLOWLINE (BOTTOM FACE OF CURB) WHERE SHOWN AT CURB AND GUTTER UNLESS OTHERWISE NOTED. 7. CONTOURS SHOWN ARE FOR FINISHED PAVING, SIDEWALK, SLAB, OR GROUND. ADJUSTMENT TO SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY. 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTHWORK QUANTITIES. 9. REFER TO SITE PLAN FOR EXTENT OF PAVEMENT AND PAVEMENT SECTIONS. 10. GRADES WITHIN ASPHALT PAVING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG CURBS. ALL CURBS SHALL BE BUILT IN ACCORDANCE WITH THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 11. THE CONTRACTOR SHALL HAVE FORMS CHECKED BY A SURVEYOR FOR CURB AND GUTTER ADJACENT TO EXISTING ASPHALT OR CONCRETE. THE CROSS SLOPE SHALL NOT BE LESS THAN 2% OR GREATER THAN 4% FROM THE EXISTING SAWCUT LINE TO THE PROPOSED LIP OF GUTTER. DO NOT PLACE CONCRETE IN FORMS THAT HAVE BEEN CHECKED TO BE OR APPEAR IN ANY WAY INCORRECT. CONTACT THE ENGINEER IMMEDIATELY IF A PROBLEM SHOULD ARISE. 12. THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 13. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL LANDSCAPED AND PAVED AREA. 14. ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO BE PAVED SHALL BE LANDSCAPED OR SEEDED, ACCORDING TO THE LANDSCAPE PLAN. 15. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 16. IF ANY EXISTING STRUCTURES, SIDEWALK, AND/OR CURB AND GUTTER MODIFIED OR TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER PRIOR TO PROJECT CLOSEOUT. 17. ALL GRATES, MANHOLE RIMS, VALVE BOXES, VALVE COVERS, CLEANOUTS, AND VAULT OR BOX COVERS SHALL BE ADJUSTED TO "AS CONSTRUCTED" FINISHED GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 18. NO PROPOSED SLOPE IN LANDSCAPED AREAS OR OPEN SPACE SHALL EXCEED THREE (3) HORIZONTAL FEET TO ONE (1) VERTICAL FOOT, OR AS OTHERWISE SPECIFIED BY LOCAL CRITERIA. 19. THE CONTRACTOR SHALL PROTECT THE PROJECT BENCHMARK THROUGHOUT CONSTRUCTION AND SET ADDITIONAL PROJECT BENCHMARKS AS NECESSARY TO MAINTAIN VERTICAL CONTROL THROUGHOUT THE DURATION OF THE PROJECT. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR STARBUCKS COFFEE COMPANY A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON GENERAL EROSION CONTROL NOTES 1. REFER TO SHEET C100 & C102 FOR ADDITIONAL PROJECT NOTES. 2. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES AND PUBLIC RIGHTS OF WAYS OF THE CITY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLAN AS SUBMITTED AND APPROVED DOES NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS PLAN SHALL BE THE OBLIGATION OF THE LAND OWNER AND/ OR HIS SUCCESSORS OR HEIRS; UNTIL SUCH TIME AS THE PLAN IS PROPERLY COMPLETED, MODIFIED, OR VOIDED. 4. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 5. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY "BEST MANAGEMENT PRACTICES" AS INDICATED ON THE APPROVED EROSION CONTROL PLAN. 6. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAYS. 7. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNING CAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES IS NOT ACCEPTABLE. 8. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMP) SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND WITHIN 24 HOURS AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. SEDIMENT WILL BE REMOVED AND DEVICES REPAIRED AS SOON AS PRACTICABLE. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP, OR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ALL INSPECTION, MAINTENANCE, AND REPAIR PRACTICES SHALL MEET APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 9. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES TO PREVENT OR MINIMIZE THE IMPACT TO RECIEVEING WATERS AS REQUIRED BY THE PLANS. THE CONTRACTOR SHALL EFFECTIVELY PREVENT AND CONTROL EROSION AND SEDIMENTATION ON CONSTRUCTION SITES AT THE EARLIEST PRACTICABLE TIME. IN GENERAL, CONTROL MEASURES WILL BE IMPLEMENTED PRIOR TO THE COMMENCEMENT OF EACH CONSTRUCTION OPERATION OR IMMEDIATELY AFTER THE AREA HAS BEEN DISTURBED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE ACTIVITIES SHALL BE MANAGED AND CONTROLLED SO AS TO MINIMIZE THE RUNOFF OF POLLUTANTS. DISTURBANCE OF VEGETATION SHALL BE MINIMIZED AND LIMITED TO ONLY WHAT IS SHOWN ON THE CONSTRUCTION PLANS. ALL EROSION, SEDIMENT AND WATER POLLUTION CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. 10. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, CONTAINMENT AREA ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 11. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 12. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. 13. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE. THE SCHEDULE SHALL INCLUDE ALL MAJOR CONSTRUCTION ACTIVITIES AS WELL AS THE INSTALLATION OF PROPOSED EROSION CONTROL MEASURES, SEDIMENT/POLLUTANT CONTROL MEASURES, INTERIM AND FINAL SITE STABILIZATION MEASURES, PERMANENT EROSION PREVENTION MEASURES, AND PERMANENT WATER QUALITY ENHANCEMENT FACILITIES. 14. THE CONTRACTOR SHALL SUBMIT A SPILL PREVENTION AND MANAGEMENT PLAN. THE PLAN SHALL IDENTIFY THE MEASURES PROPOSED TO PREVENT THE DISCHARGE OF POLLUTANTS RESULTING FROM SPILLS AND EXPEDITE THE CLEANUP AND PROPER DISPOSAL OF SOILS CONTAMINATED BY CHEMICAL, PETROLEUM OR HAZARDOUS MATERIALS. 15. EXPOSURE OF SPOIL PILES CREATED DURING UTILITY TRENCHING SHOULD BE MINIMIZED. LOCATION OF SPOIL PILES SHOULD BE ON THE UPHILL SIDE OF THE TRENCH AND OUT OF THE WAY OF VISIBLE DRAINAGE PATHS. 16. STOCKPILES AND AREAS DISTURBED BY GRADING OPERATIONS SHALL BE STABILIZED FROM WIND AND WATER EROSION THROUGH THE USE OF A LAYER OF SUITABLE MULCH, TEMPORARY REVEGETATION, OR EROSION CONTROL MATTI NG/G EOTEXTI LES AT A MINIMUM. ANY OF THESE METHODS SHALL BE APPLIED AT TIMES AND FREQUENCIES IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS: (1) TO DISTURBED AREAS AND STOCKPILES AFTER FINAL GRADING IS REACHED, (2) TO DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WHICH WILL REMAIN DORMANT, AND (3) TO STOCKPILE CONSTRUCTION ON ANY STOCKPILE WHICH WILL REMAIN DORMANT. SAID STABILIZATION PRACTICES SHALL BE APPLIED PER MANUFACTURER AND/OR SUPPLIER RECOMMENDATIONS AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF PRODUCT USED. 17. OWNER/CONTRACTOR MUST OBTAIN CSWGP STORM WATER DISCHARGE PERMIT FROM THE WASHINGTON DEPARTMENT OF ECOLOGY (WADOE) , IF REQUIRED IN ACCORDANCE WITH WADOE CRITERIA AS CONFIRMED BY OWNER/CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. GENERAL UTILITY NOTES 1. REFER TO SHEET C100 & C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. WHEN IT IS NECESSARY TO LOWER OR RAISE WATER LINES AT STORM DRAINS AND OTHER UTILITY CROSSINGS, A MINIMUM CLEARANCE OF 1.50 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES. 3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES STANDARDS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL SUBMIT COMPACTION TEST RESULTS TO THE GOVERNING AUTHORITY IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S CRITERIA. 4. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 5.0-FEET. 5. THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF UTILITY ENTRANCES. 6. WATERLINES SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 7. SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 8. ALL WATER, STORM SEWER, AND SANITARY SEWER MAIN AND SERVICE LINES SHALL BE BEDDED IN ACCORDANCE WITH THEGOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 9. LENGTHS OF PIPE SHOWN ARE THE HORIZONTAL DISTANCE FROM CENTERLINE TO CENTERLINE OF FITTING, BEND, MANHOLE AND/OR INLET. THEREFORE, LENGTHS SHOWN ARE APPROXIMATE. 10. CONTRACTOR SHALL INSTALL CORROSION PROTECTION ON ALL FERROUS METAL WATER SERVICE LINE AND FITTINGS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. 11. THE CONTRACTOR SHALL COORDINATE THE EXACT ALIGNMENT, CONNECTION POINT, AND BUILDING ENTRY LOCATION FOR TELEPHONE SERVICE WITH THE UTILITY PROVIDER AND MEP PLANS PRIOR TO CONSTRUCTION, AND INSTALL NECESSARY APPURTENANCES. 12. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE SLEEVING OR OTHER IMPROVEMENTS AS NECESSARY FOR UTILITY PENETRATIONS THROUGH THE FOUNDATION WALLS AND SLAB IN ACCORDANCE WITH THE STRUCTURAL PLANS, MEP PLANS; AND APPLICABLE BUILDING AND PLUMBING/UTILITY CODE(S). Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO. 44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 1 MA� r zz STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: DATE: SCALE: 6/12/13 1 " = 10'-01, PROJECT MANAGER: PROJECT NO.: JMN _ DRAWN BY: DRAWING FILE: SJM _ PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C101 GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 7. CONSTRUCTION ACTIVITY WITHIN CITY RIGHTS -OF -WAY SHALL BE LIMITED TO THE HOURS OF 8:30 AM TO 3:00 PM. 8. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 10. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 12. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/&, CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED PY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. STARBUCKS COFFEE COMPANY A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON STORM DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRA)E SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. ALL PIPE IN THE ROW THAT IS IN EXCESS OF 18" IN DIAMETER MUST BE PL\IN OR REINFORCED CONCRETE. ADDITIONALLY, IF MORE THAN 100' OF NON -CONCRETE PIPE IS INSTALLED, T-IE PIPE MUST BE VIDEOED TO VERIFY THE INTEGRITY OF THE COMPLETED SYSTEM. THE CONTRACTOR SHALL PROVDE A COPY OF THE VIDEO TO THE CITY. 4. STORM PIPE WITHIN THE PUBLIC RIGHT OF WAY SHALL HAVE A MINIMUM IIAMETER OF 12' (8' DIAMETER DUCTILE IRON PIPE MAY BE PERMITTED ON CROSS STREET LATERALS LESS THAN 66-EET LONG, ONLY TO AVOID UTILITY CONFLICT OR MEET SHALLOW GRADIENT AS APPROVED BY THE PUBLIC WQKS DEPARTMENT). 5. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #' a BETTER INSIDE AND OUTSIDE. 6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES. IOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTUF_S ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 7. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL B OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM C THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 8. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALESNHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE = LLOWING SPECIFICATIONS: 4'-8' ROCK/40%-70% PASSING; T-4' ROCK/30%-40% PASSING; AND -2" ROCK/1C-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS, OR AS AMENDED BY THE APPROVED PLANS. REYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 9. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAJAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEV,TION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YAID DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR TiFIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWA-EtCONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X ,$$TAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO TlE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DES9,I13ED IN THE KCRS AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENT: ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING -HE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS�ELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -GUTS SHALL BE PRIVATELY OWNED AND MAINTAED BY THE LOT HOMEOWNER EROSION/SEDIMENTATION CONTRONOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DG NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF RO)S, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION.IAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE AP-ICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALBE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBAI`;E BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED, THE FLAGGING SHALL BE MAINTAINED BY THE APP-CAN- CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INi--\LLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. t.:DITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACKING IN THE <-�AM'rAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRDR TgOR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT PROPERTIES, OR VIOLATE APP.ABLE WATER STANDARDS. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREI'EINTS FORANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UP:=RADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND MODIFIED TO ACCOUNT FOR CHANGIN'z SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PRO-ECTION. ETC_). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/COIF"RACTORAND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED PROPER FUNCTIONING. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, --IAT WILL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTEN-ION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAII,-AINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO SAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPOR--EY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PRO'. DE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRr.- ON SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION -ANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KCSWDM. 14. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE ESC PLANS. 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX D, KCSWDM ARE IN EFFECT OCTOBER 1 THROUGH APRIL 30. PRIOR TO THE BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT TRAP/POND. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 10. INSTALL REMAINING UTILITIES AND BUILDING. 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO. 44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 1'y ) . MA, OVA A5��r STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS ------------- NO.: 1 DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: DATE: SCALE: 6/12/13 1 " = 10'-0., PROJECT MANAGER: PROJECT NO.: JMN _ DRAWN BY: DRAWING FILE: SJM PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: CITY NOTES SHEET NUMBER: C 102 S 280TH PL 509 M N N S 284TH PL N N t „ V) a I- W S 285TH ST. co N S 286TH ST. S 288TH ST. Y S 284TH ST V) N F N M V) d N S 288TH ST. FEDERAL WAY, WASHINGTON VICINITY MAP N.T.S. INVERT TABLE SSMH-A RIM = 433.42 18" CONC E = 424.38 18" CONC W = 424.22 SSMH-B RIM = 440.16 18" CONC E = 428.93 18" CONC W = 428.81 8" CONC S = 429.93 SSMH-C RIM = 447.59 24" CONC E = 436.29 18" CONC W = 436.14 SDMH-A RIM = 437.94 12" CONC E = 433.44 12" CONC W = 432.64 12" CONC N = 432.64 SDMH-B RIM = 440.95 18" CMP N = 437.20 18" CMP S = 437.20 8" CMP E = 437.25 SDMH-C RIM = 441.18 8" CMP E = 437.53 18"CMP S=437.30 CB -A RIM = 426.15 12" CONC N = 422.78 12" CONC S = 422.80 12" CONC E = 422.78 6" ADS SE = 423.37 CB-B RIM = 427.10 12" CONC S = 424.02 12" CONC W = 424.00 CB-C RIM = 431.88 12" CONC N = 426.38 CB-D RIM = 428.63 12" CONC N = 425.13 8"D.I.W=426.50 CB-E RIM = 429.54 8" D.I. W = 426.54 8" D.I. E = 426.49 CB-F RIM = 433.63 8" D.I. S = 432.26 CB-G RIM = 433.75 12" CONC E = 430.62 12" CONC SW = 430.25 8" D.I. N = 431.85 CB-H RIM = 440.47 8" CMP W = 437.44 CB -I RIM = 439.37 8" CMP W = 437.62 ALTA/AGSM LAND TITLE SURVEY A PORTION OF THE SW1/4, OF THE SW1/4 OF SEC. 33, TWP. 22 N., RGE 4 EAST, W. M. CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON -CB-B \ x 433,53 x 435.51 k 430.02 436.69 / I FND REBAR/CAP x 437.02 G RETAIN? E KEYSTON r•v "LS 2,2&4�'72260" WALL \\ WA I� Pe ;` 4.5't /E BY 0.1'f S \\ OF CORNER SET MAG \MAIL - 434. iIN BASE 0841�}�@PLE aka ♦34g E CtU _TtR - CB /,C 1J."FIR /' - 36i80 < _..; 7 T 6 437.95 .88 `emu / 17"FI R I / 11 FIR' R'38.04 43811 v KEYSTONtti / 35.i6 \ �P 439.34 WALL S8634'59"E 85.53' STER 38.39 437�47 \ i 29 436.09\ 4 5 1 M H-C 439.051 �1 1 _ .31 435.64 ��./ 1 _ 4 i� �3� l �33�gg I 7--, 42i�.z64, i 39. *44___ 410.05 I 43226 , r` V V /433.26 / -j pp �f J \ \ \ 17"�I.af� ( 432.s2 / / Q \ 42439.67 2.2 \ i' ' W ® -I IG T 430.65 431.4� 17t8 // Z v 2 / HT/ = 19.5'f) \ 43 48 FND 4BAR/CAP ° °4330 I, ;L'S 22341 /2260" F 432 9 �X `1t ° ® 4,Is07 ` a 0440 a4oaa 0.8'f E BY 5.3'f S OF CORNER172 2"DEC °y 6 MFL ' 40.46 /430.01 \ \ 4 432.59) 433.02 433.70 \> 4,4 94 `r�NC G.fi, ENG\N-0, ::D ° a:a 110 1 ._ 4 2.221 .:- d O .45\ // -2 x 4 86 1 LOT LIGHT 34.2't a 44081 I I (HT=20.0f I v, d 31.174 1.4't W �" CB-E 428.56 % / EXISTING BUILDING ° 2. 2 2311 f S.F. S] 28.63 ° x 431.38 - ° 11 I CB-D ° 31.93 ONCRETE w 1 28722 PACIFIC HWY S I LIGHT d FEDERAL WAY, WA �j I < ALL Q + J 1 LOT LIGHT (HT = ; a, ° I° / 98003 /' I 4, 2 (HT = 30.2°�)55 Og 0 10 20 40 H 114.0'f) „ 02 470.98 (�1 ® r/:H1 ; 44127 O I SIGN 10"PSE EASEMENT V SCALE: 7 " 2 0' I 6' R.O.W. 42�68 '�j 0)I 200705o`.�'>300913 43 & 3 4 co Q YTILITY EASEMENT :0 <.,5 PER 0070518001886 ° 9� µ F FIN. FLR. HYDRANT Q I ' ORCA 43h6 = 4`4.2'f /) I U MACHINE .4 I /441.42 aIY 1.4'tW 44,. I = ¢ 1 01ZCA SIGN t c y8�19 -� 441.35 o \(HT=11.4't) 432.67 I BUILDING HT / � 1. 26 1 \ i °432. 3„DEC 4 .56 = 15.6' POWER I aaa. TEL , T 34.2't CABINET$/ SDMH \`160X -B i 4 .3 PWER 2 / .3 39. 4 . 3 °$, 34P LE 432py).14 4 .27\I 43 4 9,43 #7.80 39. CB-H x e41.25 2.1 ff 23\ 1 433.6 - �43 7 LL_T I I �' 8 .6't) \ x 432.87/ n, 3.411�3.27® 433.42 ®433.62 ® 433.7 -.26 4g 440.82 y o z I I BUS I I GUARD ° a I SHELTER I I POT e I 441.60 w �1 43z. \ I WOOD FENCE (NO* 3776) FOUND CONCRETE MONUMENT IN CASE WITH 1-1/2" BRASS DISK MARKED AS W. 1/4 CORNER IN CENTERLINE OF S. 288TH ST. 32 33 VISITED 4/26/13 I I I Im CB -A 426.67 A3 STREET ° LIGHT 67.8 (HT = J 0) 40.6'f) 12115 \SIGN I I d °P i I ° 427.56 p LLI d A d I ' 427.54. t- V) / w w 3.. ( ° 31 3 uicn Q I Q z BENCH 43070 I 432 ( PICAL) j ,%/433.0 LOT LIGHT o I I LIGHT rn 2 a 1 % (HT=20.3'f) L-' a .ego. nj (HT = 432.4 O4' µ 3.46 I 14.2'f) t I 99 QF., J LIGHT 4 ,S 'a33.o7 119 11 CON TOR ;I o 532.7 433.10RISE 5��2oN�9 `� I JBOX 430.68 C Q N. in I Z4 7 O, 0 1 64.5' Z~ t 432.9 10' i x 433.62 LEGEND © POWER VAULT s SURVEY MONUMENT (AS NOTED) U T UTILITY VAULT + ¢ SECTION CORNER (AS NOTED) aW WATER VAULT 0 FND. SURVEY MARKER AS NOTED - STREET LIGHT • SET REBAR/CAP "8CE LS 40016' Cam❑ LOT LIGHT UNLESS OTHERWISE NOTED YARD LIGHT POWER METER / CABINET ASPHALT o- POWER POLE c GUY WIRE CONCRETE o TRAFFIC SIGNAL PEDESTRIAN SIGNAL ® JUNCTION BOX (JBOX) GRAVEL ® AIR CONDITIONING UNIT (AC) SS SANITARY SEWER LINE ❑ CATCH BASIN (CB) SD STORM DRAINAGE LINE ® STORM MANHOLE (SDMH) x CHAIN LINK FENCE 0 SANITARY SEWER MANHOLE (SSMH) // WOOD FENCE O SANITARY SEWER CLEANOUT (SSCO) W WATER LINE GAS METER (GM) G GAS LINE GAS VALVE © PROPANE TANK T TELEPHONE LINE D4 WATER VALVE (WV) Pi UNDERGROUND POWER ARE CONNECTION (FPSP) Pi OVERHEAD POWER LINES FIRE HYDRANT (HYD) 0 WATER MANHOLE (WMH) _ SIGNAL JBOX WATER METER (WM) ; DECIDUOUS TREE W/DRIPUNE 1® X IRRIGA110N VALVE (IRR) ' F-1 SIGN i o / CONIFEROUS TREE W/DRIPLINE NOTE: NOT ALL SYMBOLS WILL APPEAR IN THE DRAWING TRAFFIC' SIGNAL 1 ° BUSINESS SIGN x 434.18 (HT = 139.4't) 43 32 = 12.3'f) LIGHT (HT = it 8. 7 �. 3_ag 4b64k j (HT 431. 435.5 KEYSTONE L. I N 4" 6 P " WALL CONCRETE O'322I80� .19 N40'02'22"W 27.43' WALL / � II f, 3 . 19 SYBf?ANT x 435.31 p58 c1qW L1U II , 2 ° 432.63 1 U d 2. ,^� I CROSSWALK I <,. 432.62 43z. 433.0 SET SCRIBED 'X' WATER z.. ° a432.6bx 432.9 p 4 18 AT CORNER METER N89'59'09'W 9.50' 3 ° N88 46'20'1N58.36' 0 \ 432.38 x 433.17 ,566 - - - Z 432:3'P d _ i_ x{� PEDESTRIAN 4 2.55 4"DEC CB-F ° BUTTON 433.64 i x 3. 6 °, ° d x a35.38 ° ° 4371 T T ° a gas ------ - - - - - - CI 0 , , 1.E. OF LINE IY 441.96 W U W W 442.15 Ld = in 0 4L.63 538.3 441. r4,13i.�,2- - j ° I I� I iJ76 ui ; ° EXISTING b ' of BUILDING O 112 77 4¢ NI I ° v WOOD FENCE E OF LINE I2.0't 0 x 441.4 \ 1 \ ; 4403 POWER EASEMENT p5 PER-REC. NO. 7605140538 y/ 43 .31 y441.96 T 1' 38.46 - 1137.RIS 440.24 ° €IE�'ds � 439.97 4 i3 RESERVATIONS AND EXCEPTIONS (PER CHICAGO TITLE COMPANY'S ALTA COMMITMENT, THEIR ORDER NO. 1360698, DATED MARCH 29, 2013 AT 8:00 A.M.) 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TACOMA PURPOSE: THE RIGHT AND PRIVILEGE TO INSTALL POLE, EQUIPMENT, ANCHOR AND EXTEND TRANSMISSION AND GUY WIRES AREA AFFECTED: A SOUTHEASTERLY PORTION OF SAID PREMISES RECORDED: AUGUST 4, 1970 RECORDING NUMBER: 6678797 (SHOWN) SAID EASEMENT RIGHTS WERE ASSIGNED TO PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION, BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7605140538. 2. RIGHT OF ENTRY AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF FEDERAL WAY, A MUNICIPAL CORPORATION PURPOSE: CONSTRUCTION OF DRIVEWAYS, SLOPE RESTORATION, DRAINAGE, UTILITIES, IRRIGATION AND PROPERTY RESTORATION AREA AFFECTED: SAID PREMISES RECORDED: FEBRUARY 7, 2007 RECORDING NUMBER: 20070207002076 (NOT PLOTTABLE) 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION PURPOSE: UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: THE WEST 10 FEET OF SAID PREMISES RECORDED: MAY 3, 2007 RECORDING NUMBER: 20070503000913 (SHOWN) 4. EASEMENT CONDEMNED IN KING COUNTY SUPERIOR COURT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: CITY OF FEDERAL WAY PURPOSE: PUBLIC RIGHT OF WAY FOR ALL PUBLIC PURPOSES, INCLUDING, BUT NOT LIMITED TO, VEHICULAR TRAVEL, LANDSCAPING, SIDEWALKS, STREET LIGHTS, PUBLIC UTILITIES (INCLUDING WITHOUT LIMITATION, WATER, STORM WATER, ELECTRIC, GAS, TELEPHONE, CABLE AND FIBER OPTIC), ALL RIGHT OF WAY IMPROVEMENTS, TOGETHER WITH ALL NECESSARY AND CONVENIENT APPURTENANCES THERETO AREA AFFECTED: A WESTERLY PORTION OF SAID PREMISES CAUSE NUMBER: 06-2-01388-3 KNT, JUDGMENT AND DECREE OF APPROPRIATION RECORDED UNDER RECORDING NUMBER 20070518001886 (BEING AN AMENDMENT OF JUDGMENT AND DECREE OF APPROPRIATION RECORDED UNDER RECORDING NUMBER 20070129002095) (SHOWN) 5. TERMS AND CONDITIONS CONTAINED IN ORDER(S) OF DISMISSAL DATED MAY 12, 1978 AND MAY 16, 1978 (BOTH FILED MAY 16, 1978) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 825704, AS FOLLOWS: THE BUILDING AND RETAINING WALL ON PROPERTY OWNED BY GULL OIL COMPANY DOES NOT ENCROACH UPON PROPERTY OF THE PLAINTIFFS. ASPHALT PARKING LOT ENCROACHES SLIGHTLY ONTO PLAINTIFFS' PROPERTY BUT DOES NOT INTERFERE WITH THE USE OF THE PROPERTY. DEFENDANT AGREES NOT TO CLAIM TITLE TO ANY OF PLAINTIFFS' PROPERTY BY REASON OF SAID ENCROACHMENT. (NOT PLOTTABLE) 6. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: KING COUNTY RECORDED: APRIL 20, 1970 RECORDING NUMBER: 6641477 (NOT PLOTTABLE) SAID SLOPE RIGHTS WERE CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 8705180552. 7. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 9101309009, AS FOLLOWS: DISCREPANCY BETWEEN EASTERLY PROPERTY BOUNDARY OF SAID PREMISES AND THE LOCATION OF EXISTING WOOD FENCE. (SHOWN) 8-16. FINANCIAL AND/OR OTHER MATTERS NOT SURVEY RELATED. PLEASE REFER TO THE TITLE REPORT FOR FULL PARTICULARS © Q \ -� m CURB CUTEEE�` t r REET LIGHT Q 0 NOT FOUND ~ N �' ` CB SINGLE. WHITE STRIPE I o wv CALC'D PER WSDOT I 0 W W W o �- (N0. 4406) N FOUND CONCRETE MONUMENT IN CASE 321 MEDIAN CURB I W/ A 3" BRASS DISK MARKED AS S. 1/4 COR, 5 - - - _ _ N88'46'20*W 388.30' I / IN CENTERLINE OF S. 288TH ST. 3 64 - N88'46'20"W 2260.87' VISITED 4/26/13 62 N88'46'20"W 2649.18' �/ - - 33 ELEV. 483.62 US FEET NGVD 1929 = DOUBLE YELLOW STRIPE SSMH-A� SOUTH 288TH STREET SS SSMH-B SSMH-C SS SS SS SS SS 231.12'f TO S NEXT MANHOLES �- SS 4 .59 SURVEYOR'S CERTIFICATE TO: STARBUCKS CORPORATION A WASHINGTON CORPORATION, AND ITS AFFILIATES AND CHICAGO TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 3, 4, 5, 7(A), 7(B)(1), 71 8, 9, 11(B), 14 AND 22 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED IN APRIL, 2013. DATE OF PLAT OR MAP: MAY 13, 2013 OWEN B. HILLE, P.L.S. DATE WASHINGTON REGISTRATION NO. 40016 LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY'S ALTA COMMITMENT, THEIR ORDER NO. 1360698, DATED MARCH 29, 2013 AT 8:00 A.M.) THE WEST 100 FEET OF THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EAST OF PRIMARY STATE HIGHWAY NO. 1; EXCEPT THE NORTH 1084.76 FEET THEREOF; AND EXCEPT THE SOUTH 20 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 6641477; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 8704150548; AND EXCEPT THAT PORTION THEREOF CONDEMNED BY THE CITY OF FEDERAL WAY PURSUANT TO AMENDED STIPULATED CONSENT JUDGMENT AND DECREE OF APPROPRIATION ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-31009-5 KNT, RECORDED UNDER RECORDING NUMBER 20030801000670; AND EXCEPT THAT PORTION THEREOF CONDEMNED BY THE CITY OF FEDERAL WAY PURSUANT TO AMENDED CONSENT JUDGMENT AND DECREE OF APPROPRIATION ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 06-2-01388-3 KNT, RECORDED UNDER RECORDING NUMBER 20070518001886. BASIS OF BEARINGS: (NAD 83/91) SOUTH 43'43'11" EAST, AS MEASURED BETWEEN CITY OF FEDERAL WAY SURVEY CONTROL POINTS 3776 (K.C. NO. 5616) AND 4406 (K.C. NO. 6808). VERTICAL DATUM: NGVD 1929 VERTICAL BENCHMARK: CITY OF FEDERAL WAY SURVEY CONTROL POINT 4406, BEING THE SOUTH QUARTER CORNER OF SECTION 33, T22N, R4E, W.M. ELEV.=483.62 US FEET (NGVD 1929) PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TOPCON QS AND A TOPCON GR-5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. FLOOD ZONE INFORMATION: DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C1235 F, PANEL 1235 OF 1725, LAST REVISED MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE (http://msc.fema.gov) ON MAY 1, 2013: 1. ZONE X (UNSHADED) AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN CALCULATED SITE AREA: 16,147f SQUARE FEET (0.371 f ACRES) DATES OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN APRIL, 2013. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. SITE ADDRESS: 28722 PACIFIC HIGHWAY S., FEDERAL WAY, WA 98003 TAX ACCOUNT NUMBER: A.P.N. 332204-9119 REFERENCE SURVEYS: 1. WSDOT SURVEY BOOK 171, PGS. 137-142, REC, NO. 20040504900008 2. R.O.S., BOOK 78, PG. 103, REC. NO. 9101309009 TOTAL AREA: 16,147± SF OR 0.371± ACRES m �G HA USBARGHAUSEN CONSULTING ENGINEERS, INC. F ? 18215 72ND AVENUE SOUTH =N KENT, WA 98032 G`T/HC' ENG INE��y (MAIN) 425.251.6222 (FAX) 425.251.8782 LOCATED AT- 28722 PACIFIC HIGHWAY SO. FEDERAL WAY, WA 98003 �FBW A Sy �� PROJECT NO.- 16416 - _ c~n �• Z _� _ __- - o SCALE- I DRAWN BY- ( SHEET � �F40016�0 �`` 1 "=20' I Pcw DAB q( L ANO DATE- I CHECKED BY- I 1 of 1 SIGNED 05/13/13 I OBH C 0 a� a a a Y U 15 I I U U) w 00 d- 0 N �- N Q) E i-= a� a 0 3 0 Q i U) m i 0 0 0 a� L� STARBUCKS COFFEE COMPANY L �I WIDTH AS NOTED ON PLANS CROSS SLOPE 1/4" PER FOOT a .. < a - - 4 a. 1 /8" �- CONTRACTION OR WEAKENED PLANE JOINT 1 /o" Doc:r:ORMED, FULL INT MATERIAL EXPANSION JOINT NOTES: 1. CONTRACTION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 5 FEET. 2. EXPANSION JOINTS SHALL BE PLACED AT STRUCTURES, PCR'S AND EVERY 50 FEET. 3• EXPANSION JOINT FILLER SHALL MEET AASHTO M 213 CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PRIVATE SIDEWALK A NOT TO SCALE PER M ATCN ,F HC �ICTH ADA COMPLIANT DETECTABLE WARNING ("TRUNCATED DOMES") 2'R N A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON LUE ACKGROUND 8" OF PARKING SPACE HANDICAP SYMBOL B NOT TO SCALE rD 6" SEE PLAN ADA COMPLIANT DETECTABLE - WARNING ("TRUNCATED DOMES") ........... CONCRETE 1 /2"WIDE x .... 1 /2" DEEP . GROOVES SHALL ........'.'.' BE SPACED AT .......... 12 INCHES. ovov vvvvoovvvv ovov vvvvv, ovov ovov av vv vv vv T . vvovovvv 2'R NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE CDOT CLASS "B". 3. RAMP AND WINGS SHALL BE POURED MONOLITHICALLY, 4. MINIMUM WIDTH OF RAMPS SHALL BE 4 FEET AND RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. 5. MAINTAIN BACK OF WALK ELEVATION AT 2.0% ABOVE TOP OF CURB. 6. NORMAL GUTTER FLOW LINE AND PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. 7. RAMP SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF RAMP SLOPE. 8. A 1/2" EXPANSION JOINT SHALL BE REQUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PRIVATE CURB RAMP E NOT TO SCALE CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. 2.0' 2.0' 1. 3' 1. 3' 1. 3' 1.3 NOTE: INCOMING ARROWS SHALL BE GREEN, OUT GOING ARROWS SHALL BE WHITE. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER PRIOR TO ORDERING OR PAINTING. DIRECTIONAL ARROWS C NOT TO SCALE 3 �— 6" SPECIFICATIONS: BIKES PARKED PER UNIT: 2 MATERIALS: 1.5" SCHEDULE 40 PIPE (1.9" OD) STAINLESS STEEL FINISHES: POWER COAT BLACK INSTALLATION: INSTALL RACK IN THE DIRECTION AND LOCATION AS SHOWN ON PLAN MIN. 24" FROM BUILDING INSTALL WITH IG (IN -GROUND) MOUNT PER MANUFACTURER'S RECOMMENDATIONS. BIKE RACK F NOT TO SCALE 1.0' RESERVED PARKING C UNIVERSAL HANDICAPPED SIGN TOW AWAY ZONE THIS SIGN TYPICAL AT VAN EACH HANDICAPPED CCESSIBL PARKING SPACE THIS SIGN AT VAN SPACES ONLY r; 1-3/4x1-3/4 STEEL POST PRIME AND __., PAINT BLACK WITH _I I =I I=i = POLYURETHANE ACRYLIC EXTEND POST MIN. 3 FEET LJ BELOW GRADE HANDICAP SIGN PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES, AND AS SPECIFIED. TRAFFIC SIGNS D NOT TO SCALE STOP UNIVERSAL STOP SIGN R1-1 1-3/4x1-3/4 STEEL POST PRIME AND PAINT BLACK WITH POLYURETHANE ACRYLIC EXTEND POST MIN. 3 FEET BELOW GRADE PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES, AND AS SPECIFIED. "STOP" SIGN G NOT TO SCALE 4" STRIPING PAINTED WHITE I PER PLAN STRIPING REQUIREMENTS NOT TO SCALE Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO. 44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC s � sI0 Al - STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION DATE: 6112113 PROJECT MANAGER: JMN DRAWN BY SJM SCALE: 11, = 20'-0" PROJECT NO.: DRAWING FILE: PROJECT: f$- PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: SITE DETAILS SHEET NUMBER: C202 STARBUCKS COFFEE COMPANY CB-E CB -A -CB-B L, I . C 14 13 .s�MH-C l� 4 �;i� '43 3. 1�' ° - TP 432.6� _ - w TC 4 .1 16 4 6% ��,,� I /'� / 17 © (l�I'-I 1 _ L � E 4- TW 438.60 .P \ TP I 28.2a' C. 1 O .. TP 430.2 ;. j TP ..32.4 I B; ,432.60 ! \ w T'W'.438.70 O BW 432.70 r W. �. ' 'IE 17 9 i I TP '429:00 i. / TP 432.64 TW 439.00 TP 431.43 f... ? BW 434.00 4 P 431.5 / TC 432.33 °> 2 $ I _ � _ - SD -~t- -32'40 1 .0% 1$ d' C '434.19 CB-D - ; I TC 432:26 (jd '�d- . !. TP :433.69 :: 431 72 {1 ;. o TP! 1432.5 .= ca: 4 18 TW 439.00 !P 3b:94 3 2% . BW•:434.50 N jTP 433. 5 7 17 .... I T6 43280 , ... t TP ;432:10 . I 17 \ i _ - .. 432.43 I� \ i,! � f 7�r�...:..:. TP 431.93. r... : , \ \ I TP, 42:74. €fj _. 17 \ I ��' I !. TC.432:'S7. w 19 I ° TP 43- . 5 . �I TP . 43.2: ' 7: \ TP, 2. f fir- TP 43 6 TC.:432:53 \ 1 { P. 2.1 k I 15 o 43 .76 �`. -. ` I °. SDMH-B ! T C 432.52 o C P 43 _26 W. 9.0 \ ° / l TP 32.02 �... P 43 :84 BW. 436:Q0_ CB--H {`).. T i �1 43 .67 + _. IBUa'P ' I. 32 70. TP 431.90 I-C a 2 ' 43 .17 21 SHEIL'ER- i FP 4 2.16 2_. Q%`. / ITW1 439.00 x 435. 9 iBW:;436.58- � / - - II ' 4 Q ! o 11 - 04 04 / p TC ' 436 73 TP ':4323 ; -_ _ ,. I i TP 44! 2 74- 1I - C .90 / ° 4 40 I i TP 432 90 2.0% FFF=432.90 -' C 432. ' ' ikk A -�= FDN= 31.78 G : I i - °s TP 432.!s 4TC�435 7�1 a " TP 4 4.94 4 �TP 432.74 U TIC 432.82 �o I" I TP 435.21 i ! 22 8%.; TC 433.4 2 't I TW 440,00 i TP 432.40 Ilk TP 432. x�` _ BW 436 00 TP 43230 4 22 1 ME _ / 3 �s,° < BW '435.70. ( TP 431.80 1-7 ! I, 2 0 0 18 �'a ' w i tJ u ,mil)\ 400�" _ t '4 e T 'VS414 �._ by ;p" t � r TP�`�434 69 °° . { 0. O - SDM1-I_A - -_- T T - - - - ME � L-_ � � ': 1 TP 433.7 ! ME t / TP 436.9,2 / ! n SOUTH 288TH STRFFT I r ne n v SS CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. SS - _ -- SS SS CAUTION - NOTICE TO CONTRACTOR SS SD -- - F- SSI,,. I-P. SS --+ 231.1.2'± TO NEXT MANHOLE. I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. NORTH A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON GENERAL NOTES 1. REFER TO SHEET C100, C101 AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. REFER TO SHEET C501 FOR WATER, SEWER AND DRY UTILITIES. 3. REFER TO SHEET C501 FOR UTILITY CROSSING INFORMATION. 4. REFER TO THE LANDSCAPE PLAN, SHEET L101, FOR STREET TREE PLANTING LOCATIONS. CONSTRUCTION NOTES O CONSTRUCT RAIN GARDEN v TOP ELEV=432.0 BOTTOM ELEV=431.0 BOTTOM AREA=96 SF MIN. RE: SHEET C302, DETAIL D. O INSTALL 12 O ADS NYOPLAST DRAIN BASIN W/ DOMED GRATE OR APPROVED EQUIVALENT. RIM=432.00 IE=429.00 (4") O INSTALL 8 LF 4" PVC @ 2.0% MIN. ® INSTALL CLEANOUT RIM=433.10 IE=428.80 (4") O INSTALL 60 LF 4" PVC @ 2.0% MIN. © INSTALL TY I CB RIM=432.02 IE=427.60 (4" IN) IE=427.30 (8" OUT) O7 INSTALL 63 LF 8" PVC @ 0.5% MIN. ® INSTALL TY I CB RIM=431.43 IE=427.00 (8" IN & OUT) O9 INSTALL 35 LF 8" PVC @ 1.4% 10 INSTALL TY I CB RIM=429.20 IE=426.80 (4" IN) IE=426.50 (8" IN) IE=426.20 (12" OUT) 11 INSTALL 10 LF 12" PVC @ 0.5% MIN. 12 INSTALL CONTECH STORMFILTER 48"0 MH W/ 2--LOW DROP 12" CARTRIDGES (METALRX MEDIA) RE: SHEET C302, DETAIL C. RIM=430.00 IE IN=426.10 (12" IN) IE OUT=424.30 (12" OUT) o 13 INSTALL 22 LF 12 PVC @ 0.5/o MIN 14 INSTALL TY 2 CB (48"0) W/ SOLID LID RIM=427.40 EX IE=423.9± (12" N& S) IE=424.10 (12" IN) CONTRACTOR TO VERIFY EX 12" SD LOCATION AND INVERT ELEVATION PRIOR TO CONSTRUCTION. 15 INSTALL 10 LF 4" PVC @ 2.0% MIN 16 INSTALL 50 LF 4" PVC @ 2.0% MIN. CONNECT TO WALL FOOTING DRAIN. RE: STRUCTURAL PLANS FOR DETAILS. 17 CONSTRUCT 6-INCH VERTICAL CONCRETE CURB AND GUTTER WITH 1-FT SPILL PAN. RE: SHEET C302, DETAIL A. 1$ CONSTRUCT 6-INCH VERTICAL CONCRETE CURB AND GUTTER WITH 1-FT CATCH PAN. RE: SHEET C302, DETAIL A. j 9 CONSTRUCT GUTTER WITH 1-FT CATCH PAN. RE: SHEET C302, DETAIL A. 0 M C EX TING SIDEWALK GRADE 21 CONSTRUCT 2-FT WIDE X 6" DEEP CRUSHED ROCK STRIP TO ALLOW FOR BASIC DISPERSION BY SHEET FLOW. Q © CONSTRUCT TAPERED CURB AND CURB CUT. RE: SHEET C302, DETAIL B. SS 0 10 20 40 SCALE: 1 "= 20'-0" EXISTING LEGEND CURB AND GUTTER PROPERTY LINE LIGHT POLE HANDICAP PARKING SPACE LANDSCAPE AREA PAINTED TRAFFIC ARROW PAINTED STOP BAR PARKING COUNT PROPOSED Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO.44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: /l\ DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION DATE: 6/12/13 PROJECT MANAGER: JMN DRAWN BY: SJM SCALE: 1 " = 20'-0" PROJECT NO.: DRAWING FILE: PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: GRADING & STORM DRAINAGE PLAN SHEET NUMBER C301 STARBUCKS COFFEE COMPANY V-6" 0.5' 12.0' PRIVATE CURB AND GUTTER NOT TO SCALE 2,-0" F/L 6„ 10" CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. TAPERED CURB/CURB CUT B NOT TO SCALE CAUTION - NOTICE TO CONTRACTOR 0.5' THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON H� INLET P (SEE NOTES 5 & UTLET :S5&6) MANHOLE STORMFILTER -PLAN VIEW rl 1 CONCRETE GRADE RING STEP (TYP) INLET PIPE (SEE NOTES 5 & 6) 30"0 FRAME AND COVER (STD) (SEE NOTE 4) ' HDPE OUTLET RISER WITH SCUM BAFFLE 4'-6' MIN (SEE NOTE 7) STORMFILTER CARTRIDGE (TYP) (SEE NOTE 2) BALLAST (SEE NOTE 8) HEIGHT --{ WIDTH I-- UNDERDRAIN SEE DETAIL 2/2 MANIFOLD MANHOLE STORMFILTER - SECTION VIEW A 1 THE STORMWATER MANAGEMENT StormFilter® U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHER U.S. AND FOREIGN ©2006 CONTECH Stormwater Solutions PATENTS PENDING AI��ITCALI° PRECAST 48" MANHOLE STORMFILTER DRAWING STORMWATER PLAN AND SECTION VIEWS SOLUTIONS. STANDARD DETAIL 1/2 contechstormwater.com IDATE: 09/26/05 1 SCALE: NONE FILE NAME: MHSF348PC-DTL DRAWN: h4JW CHECKED: ARG A 4" RIGID PIPE OUTLET . TO STORM SYSTEM GENERAL NOTES 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME (877) 907-8676; ELKRIDGE, MD (866) 740-3318. 2) FILTER CARTRIDGE(S) TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H-20 LOAD RATING. 5) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP IS AVAILABLE, CONTACT CONTECH STORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET IS 45°. 6) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED FROM OUTLET STUB AT MOLDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH STORMWATER SOLUTIONS FOR OTHER OPTIONS. 8) ANTI -FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET AROUND THE PERIMETER OF THE STRUCTURE. 9) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 30"0 FRAME AND COVER (STD) MANHOLE STORMFILTER - TOP VIEW rl OUTLET SAND COLLAR RISER 12"0 OUTLET STUB 1 v7MOLDED-IN CUT LINE 8"0 OUTLET STUB PRECAST MANHOLE STORMFILTER DATA STRUCTURE ID CB WATER QUALITY FLOW RATE cfs 0.0224 PEAK FLOW RATE <1 cfs 0.130 RETURN PERIOD OF PEAK FLOW rs 100 # OF CARTRIDGES REQUIRED 2 CARTRIDGE FLOW RATE (15 or 7.5 m) 5.0 MEDIA TYPE (CSF, PERLITE, ZPG) METALRX RIM ELEVATION 430.00 PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER INLET PIPE #1 426.10 90° PVC 12" INLET PIPE #2 - - _ - OUTLET STUB 1424.30 01 PVC 12" ECCENTRIC REDUCER (BY CONTRACTOR) YESINO SIZE N/A N/A ANTI -FLOTATION BALLAST WIDTH HEIGHT N/A N/A NOTES/SPECIAL REQUIREMENTS: _ PIPE ORIENTATION KEY: 90° 180° 270° �- - r,/ /_ _ _ OUTLET PIPE (BY CONTRACTOR) COUPLING (BY CONTRACTOR) (SEE NOTE 6) BALLAST GROUT (SEE NOTE 8) (BY CONTRACTOR) THE STORMWATER MANAGEMENT StormFilter® U,S. PATENT5,322,29, MANHOLE STORMFILTER - OUTLET DETAIL 2 No,5,707,527,oNo.6027, 39 2 No, 6,649,048, No. 5,624,576, AND OTHER U.S. AND FOREIGN 02006 CONTECH Stormwater Solutions PATENTS PENDING Ali%�ITCAIJ° PRECAST 48" MANHOLE STORMFILTER DRAWING :9FV1d �� "'�� ' TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER SOLUTIONS STANDARD DETAIL 2/2 contechstormwater.com DATE: 09/26/05 1 SCALE: NONE FILE NAME: MHSF3-48PC-DTL DRAWN: MJW I CHECKED: ARG CONTECH STORMFILTER UNIT CATCH BASIN WITH GRATE .Y .Y .Y .Y y .Y y y .Y . .k _ _ y .Y y y y 2' WIDE TOP OF y y y y y y y y VEGETATED BERM 7REES,SHRUBS.. y BIORETENTION AREA y y GROUND. COVER y y y y y • 2' WIDE GRASS FILTER STRIP EDGE OF t - SHEET' FLOW PAVEMENT A (NOT TO SCALE) NOT TO SCALE 6" MINIMUM FREEBOARD TREES TREES FROM MAXIMUM 2' WIDE GRASS PONDING DEPTH FILTER STRIP TOP OF SHEET FLOW &5 2' MINIMUM VEGETATED AAA V BERM RAIN GARDEN NOT TO SCALE SECTION A -A (NOT TO SCALE) Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO.44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC sIONAL / STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.:/l\ DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: DATE: SCALE: 6/12/13 1" = 20'-0" PROJECT MANAGER: JMN DRAWN BY: SJM PROJECT NO.: DRAWING FILE: PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: GRADING & STORM DRAINAGE DETAILS SHEET NUMBER C302 STARBUCKS COFFEE COMPANY f O Q LL. Q n CB—A--\\_L I I J—CB—B 4 a e — T — T I =� ---- SS CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. E I __ _ / l� CB_G -/ w i r.. i SOUTH 288TH STREET SS — - SS CAUTION - NOTICE TO CONTRACTOR W (4- 1. V a' l wv / v SD f --SSMFI—B SS SS SS 23i.12'1 i0 �!) NE,C? PAANHOI �s THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. ►•C ■ A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, 'TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON SECTION A -A' SECTION B-B' SS --- 0 10 20 40 SCALE: 1 "= 20'-0" Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303,794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO.44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 7 �w I. MA� ✓ Y_ V z Gr ��ti�� S"ONAL ' J 7 STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: DATE: SCALE: 6/12/13 1 " = 20'-0" PROJECT MANAGER: PROJECTAO.: JMN - DRAWN BY: DRAWING FILE: SJM _ PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: SITE SECTIONS SHEET NUMBER: C303 STARBUCKS COFFEE COMPANY CB —A - ( — CB—B ( CB---C son1 DMH—C l \ f, SEDIMENT " AR \ j SA=133SF \ t" . VOL 170TP E r r-- j 122LFvjNP DRAIN::j"'--' X DEPTH=2' \ I (f ! PIPE 0-1.0% MIN ° i L J \ I.4 %h o o C \ ?� 20.0 I ' I � s' •,� o 0 0 0 0 0 0 o i i f , 0 S0.' � 4 'B—E I SD ( I CB-D ' IP ( ( E CF c 0 1j �= -- cn i Q � E I 2V _ I \ ( ' SDMH—B i PROPOSED } ' I BUILDING i ! L3-- LL 1_ i I Bus I Q x FOOTPRINT / U fSHELTER 4-S L— 1} + S ILI TO P \ { L= 1%A, 4, HYDRANT / I i (! I; • T 41 k IP-T--------------------=� SDIP - s _ L__ __ — — CB—G / SEEM/ w —___. _L 1 / +ry / i � 1 1 SOUTH 288TH STREET SSMtI—A9- j — SSMH—B SS ___ L __ _ _. i SS SS _ � — SS _ G5 _ 231.12'±• TO I SS NEXT MAIVHOLr_ I � I CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. NORTH A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON �s 0 10 20 40 SCALE: 1 "= 20'-0" GENERAL NOTES 1. REFER TO SHEET C100, C101, AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. LEGEND EXISTING PROPOSED PROPERTY LINE DIVERSION DITCH f �p TREE PROTECTION FENCE TP SILT FENCE X SF CONSTRUCTION FENCE INLET PROTECTION IP CONSTRUCTION ENTRANCE LIMITS OF CONSTRUCTION IIIIIIH111111�1il�lii�i 15%-40% SLOPES Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO.44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 1. WASHMg �1 w fk � 4 51 w G SIGNAL STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: DATE: SCALE: 6/12/13 1 " = 20'.0" PROJECT MANAGER: PROJECT NO.: JMN - DRAWN BY: DRAWING FILE: SJM PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: TESC PLAN SHEET NUMBER: C401 STARBUCKS COFFEE COMPANY I CB—E SDMrf--C SDMH-8 CB--;rl Bus I I TE ..I... US L tR i I __I i 2 I a 3 LO s - - �1=- 4 I ff M 8 CL — tom' 1ST Q LL DRAM' 11 fff ! (! !i�i i�if l\ 6 ��/ ' eA..4 if [gi \ pIU 1 6 I d -D a I � v I II i a � f SS CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. E v, -CB—G 2 SOUTH 288TH STREET SS SS W NM) 4� 4 T SS -_.—_ SS — SS 2.31.12'± TO NEXT VI.ANHOLL CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. NORTH A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON GENERAL NOTES 1. REFER TO SHEET C100 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. REFER TO THE GRADING AND STORM DRAINAGE PLAN, SHEET C301, FOR STORM SYSTEM DESIGN. CONSTRUCTION NOTES O1 1" METER TO BE INSTALLED BY LAKEHAVEN UTILITY DISTRICT O2 INSTALL 120 LF 1 2" TYPE W COPPER WATER SERVICE O3 CONNECT TO BUILDING WATER SERVICE RE: PL I A FOR DETAILS ® CONNECT TO BUILDING WASTE LINE RE: PLUMBING PLANS FOR DETAILS IE= 431.00 (6") O5 INSTALL 5 LF 6" SS (DIP) @ 2.0% MIN © INSTALL CLEANOUT RIM=432.70 I E=430.90 (6") O INSTALL 42 LF 6" SS (DIP) @ 2.0% MIN Q 1 ® INSTALL CLEANOUT AT EX 6" SIDE SEWER RIM=435.85 IE=430.0± (6") CONTRACTOR TO LOCATE AND VERIFY INVERT ELEVATION OF EXISTING SIDE SEWER PRIOR TO CONSTRUCTION. �9 EXISTING 6" SIDE SEWER TO REMAIN AND BE RE -USED 10 APPROXIMATE ALIGNMENT AND CONNECTION POINTS FOR PROPOSED TELEPHONE SERVICE. CONTRACTOR SHALL VERIFY EXACT SIZE, ALIGNMENT AND CONNECTION POINT WITH THE UTILITY PROVIDER AND COORDINATE AND INSTALL REQUIRED INSTALLATIONS (INCLUDING, BUT NOT LIMITED TO; TRENCHING, CONDUIT, PULL BOXES, ETC.) AS NECESSARY PRIOR TO CONSTRUCTION. 11 APPROXIMATE ALIGNMENT AND CONNECTION POINTS FOR PROPOSED ELECTRICAL SERVICE. CONTRACTOR SHALL VERIFY EXACT SIZE, ALIGNMENT AND CONNECTION POINT WITH THE UTILITY PROVIDER AND COORDINATE AND INSTALL REQUIRED INSTALLATIONS (INCLUDING, BUT NOT LIMITED TO; TRENCHING, CONDUIT, PULL BOXES, ETC.) AS NECESSARY PRIOR TO CONSTRUCTION. UTILITY CROSSING TABLE O IE=427.75 (4" SD) TP=426.50 (1 7' W) 9IE=430.80 (6" SS) TP=428.50 (4" SD) 03 IE=430.70 (6" SS) TP=426.50 (1 1' W) 0 IE=427.25 (8" SD) TP=426.00 (ELEC) SS ------ 0 10 20 40 SCALE: 1 "= 20'-0" EXISTING Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF SARA J. MARTIN, P.E. WASHINGTON REGISTRATION NO. 44251 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC J IONAL STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.:U DATE: 08/07/13 BY: SJM DESCRIPTION: REVISED PER CITY COMMENTS NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION DATE: SCALE: 6/12/13 1 " = 20'-0" PROJECT MANAGER: PROJECT NO.: JMN DRAWN BY: DRAWING FILE: SJM PROJECT: PROJECT NO. 58377-001 02011 s—,_ STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH LEGEND FEDERAL WAY, WA 98003 PROPOSED OWNER: STARBUCKS COFFEE COMPANY CURB AND GUTTER 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 PROPERTY LINE (206) 318-1575 LIGHT POLE HANDICAP PARKING SPACE L SHEET TITLE: LANDSCAPE AREA LS UTILITY PLAN PAINTED TRAFFIC ARROW PAINTED STOP BAR SHEET NUMBER: PARKING COUNT 10 C501 3'- 2 1t4" 4' 2'-6 114• * -- THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. 2' 1' 27 1' prevfes $19nage '. 1 a i Q 2' 2" 2' 2" i �l1 i DRIVE DRIVE'.I I l 3 +EXPRESS I 1 I t ,15/8r^ 3' 3 5/8" 3' 10' ?0" 1 N r Top of Curb b Zj8^ g 3/8" S 3 8" anchor bolt -d pule Grade d``Z_ r 61/4• t• ,z Top of orive 1'-2' 101/4• t'-2' .41/2 FRONT ELEVATION SIDE ELEVATION THIS DETAIL IS FOR REFERENCE ONLY. SOOO FREESTANDING SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. PRE -MENU BOARD MONUMENT SIGN n NOT TO SCALE V NOT TO SCALE / STARBUCKS COFFEE COMPANY i �f ff If �1 �i i EXTG 17" C, TREEJO i REMAIN LL 0 0 0 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON (� I' L� { I I�KEE I U l I I REMAIN I I EE �E-;— SA I� I I r '•�• I I I f' v urwuvnl 1VLCrvuVl </j -_--; --- L CHJ k I i k I l I X I j I _ A3� .. f � I X k k k 1 f 0 Q k I ! X f.. II a X �- STARBUCKS r X Al A_ I 1 1 j, X _ X 3 RAISED PLANTERS ) k j \ 0 0Al k X Al ( f W/TRELLIS r k III I \ O X A, Ali W , L-��; X X ( k k O k l� \ if j I k X A_ k RAIN II 0 0 X X X f` k k X GARDEN ��/.ummm mmanaelw®m II 00 `XAl k XX I XX kk Al I I r- X X k kAr k k A k X k X k k ✓ �\ X k Il k X .tE.�;,/ j� / //�\ / �'ll1 I�I1 I�r� 11r1 .-- —d I ! ]ill I rl) Ill —1 Al I�I (Ill Ill kllfill [ill Jill I l id d 0 H0 WI I�' [11 1 ._. 1111 I 1- , t —� - i 1 L 1 f �1 - 1 1 1------- 1 I— 1 1 --�- - l --- T_-.- w �i ✓ I I 1 1! 1 l I I LILT LILT Lil, E L E E E PLANTING NOTES After the completion of the construction contract, and the contractor's maintenance periods, the property owner and/or their landscape maintenance service shall maintain the site in a safe condition, including but not limited to the: trees, shrubs, groundcovers, grass, and irrigation system. Landscape plantings shall be maintained in a healthy condition throughout the year. Replace all plants that die with like varieties and match with size of adjacent plants. Maintenance may include but is not limited to: pruning, mowing, trimming, vegetation debris removal and other methods necessary to maintain safe pedestrian access, vehicular access, utility access, sight visibility, and to preserve public safety. INSTALLATION: 1. The contractor shall install the landscape according to these plans, details, and the specifications. 2. Verify locations of all pertinent site improvements under other sections. If any part of this plan connot be followed due to site conditions, contact the owner's authorized representative for instruction prior to commencing work. 3. Exact locations of plant materials shall be reviewed by the owner's authorized representative in the field prior to installation. Owner's authorized representative reserves the right to adjust plants to exact location in the field. 4. All plants shall be grown for this region or shall be adequately climatized. 5. Do not make substitutions. If specified landscape material is not obtainable, submit proof of nan-availability from at least five (5) sources to the Landscape Architect, together with the proposal for use of equivalent material for final approval. 6. Contractor shall contact the Landscape Architect or owner's representative for plan material inspection prior to installation. LANDSCAPE AREA CALCULATIONS: 16,147 SF Total Site Area 6,619 SF (41 % of Site) Total Site Landscape 4,964 SF (75% of Site) Standard Landscape 1,655 SF (25% of Site) Native Plantings Landscape 676 SF R/W Landscape 7,295 SF Total Landscape TREE PRUNING: All trees or shrubs hereafter planted or substantially pruned in any public right-of-way shall only be pruned or planted with permission of the controlling agency. Pruning of deciduous street trees adjacent to streets and sidewalks shall be performed pursuant to the following schedule and standards: YEAR 1: Only dead, broken or crossing branches shall be pruned when the tree is planted. YEAR 2: A Class I prune, pursuant to National Arborist Association Standards, shall be performed during year 2. The purpose of this pruning is to establish proper scaffold branching, raise the crown for road / sidewalk clearance, and remove any dead dying or crossing branches. SUCCEEDING YEARS: Perform a Class I prune during succeeding years to continue to establish proper scaffold branching, remove any dead, dying, or crossing branches, and continue to raise the crown until road and sidewalk clearances standards have been met. TREE, SHRUB, AND GROUNDCOVER PRUNING: All plant growth in landscape areas shall be controlled by pruning, trimming or otherwise so that: 1. It will not interfere with the maintenance or repair of any public utility. 2. It will not restrict pedestrian or vehicular access. 3. It will not constitute a traffic hazard because of reduced visibility. 4. Prune trees as required above. =—_—_------- _—^------------ — -- __ -- --��=_---- --- =�_ — —------_ GENERAL NOTES _____ PACIFIC HIGHWAY SOUTH -y_ y - - - 3 _-_ 3 ----� 3 -----------------------'� I � 4- CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. PLANTING LIST SYM NAME QTY SIZE SPACING Acer circinatum Vine Maple 3 6' - 7' (3-4 Main As Shown Canes) 0Red Acer rubrum 'Red Sunset' Sunset Maple 1 2" Cal As Shown Pinus contorta Shore Pine 2 6'- 7' As Shown Rhamnus purshiana Cascara 3 5 Gal As Shown Styrax japonica Japanese Snowbell 4 1.5" Cal As Shown Thuja plicata Western Red Cedar 1 6' - 7' As Shown PLANTING LIST (cont) SYM NAME QTY SIZE SPACING Abelia x'Edward Goucher' Edward Goucher Abelia 51 5 Gal As Shown sericea oCornus Redosier Dogwood 12 2 Gal As Shown Cornus sericea 'Kelseyi' Kelsey Dogwood 8 3 Gal As Shown Mahonia aquifolium Oregon Grape 12 5 Gal As Shown Mahonia aquifolium 'Compacts' Compact Oregon Grape 56 5 Gal As Shown Osmanthus x burkwoodii Burkwood Osmanthus 4 5 Gal As Shown Salix sitchensis Sitka Willow 6 2 Gal As Shown Spiraea japonica 'Magic Carpet' Magic Carpet Spires 8 5 Gal As Shown Vaccinium ovatum Evergreen Huckleberry 14 3 gal As Shown Hydrangrea anoma/a petiolaris - Miranda Climbing Hydrangea 9 2 Gal As Shown PLANTING LIST (cont) SYM NAME QTY SIZE SPACING a 4 Arctostaphy/os uva-ursi 4 a Kinnickinnick 14 2 Gal 30" O.C. k X Gaultheria shallon X k Salal 253 1 Gal 24" O.C. k Hemerocallis 'Stella de Oro' Stella de Oro Daylilly 25 1 Gal 24" O.C. Mahonia repens Creeping Mahonia 290 1 Gal 18" O.C. Polystichum munitum o Sword Fern 76 2 Gal 30" O.C. Scripus acutus 7424 Plug 6�� O.C. Hardstem Bulrush Vinca minor Dwarf Periwinkle 29 2 Gal 30" O.C. Sod Lawn 1,830 SF 3" Depth River Rock 170 SF Refer to Civil Engineer's drawings for utility information; including storm drain, sewer, water, electrical, gas, telephone and cable. Refer to city and/or county standard plans and specifications where applicable. Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All piping, conduit, sleeves, etc., shall be set in place prior to installation of irrigation and planting construction items. I. Contractor shall be responsible to consul with city representative, appropriate agencies and plans, for the locations of all underground utilities, pipes and structures. Contractor shall take sole responsibility for all damages cause as a result of their work. 5. Contractor shall no willfully proceed with construction as designed when it is obvious that obstructions, area discrepancies and/or grade difference exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the owner's authorized representative. The contractor shall assume full responsibility for all necessary revisions due to failure to give such notifications.\ i. Rain gardens must be inspected annually for physical defects. After major storm events, the system should be checked to see that the overflow system is working properly. If erosion channels or bare spots are evident, they should be stabilized with soil, plan material, or landscape rock. A supplemental watering program may be needed the first year to ensure the long-term survival of the rain garden's vegetation. Vegetation should be maintained as follows: A. Replace all dead vegetation as soon as possible. B. Remove fallen leaves and debris as needed. C. Remove all noxious vegetation when discovered D. Manually weed without herbicides or pesticides E. During drought conditions, use mulch to prevent excess solar damage and water loss. IRRIGATION NOTES 1. Irrigation of lawn areas will be provided by an automatic pop up spray head system. Triple head to head coverage will be provided. 2. Irrigation of shrub areas will be provided by Netafilm or drip irrigation system 3. All irrigation zones will be controlled independently with a central irrigation controller. NORTH 0 5 10 20 SCALE: 1 "= 10'-0" Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #210 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF Martin Zollner WASHINGTON REGISTRATION NO.377 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC n,cr�:ceccure LL(:_ !Martin Iol6ier/Poinai�al marry@zollnerlaxom STATE OF WPSf INCTrON RE01SFERED LAN DS AftOFS ttene N> >:no�,azl 1 425 74. 4.i43 sr..�� MARTIN L.2nt,LNER CERIIFlCAT€ NO. 377 lo� wwu.zollnerin.com STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: BY. DESCRIPTION: NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY. DESCRIPTION: NO.: DATE: BY. DESCRIPTION: NO.: DATE: BY. DESCRIPTION: NO.: DATE: BY; DESCRIPTION: DATE: SCALE: 8/06/13 1 " = 10%0" PROJECT MANAGER: PROJECT NO.: MLZ 0018 DRAWN BY: DRAWING FILE: MPA 0018L101 PROJECT: ® PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: L101 STARBUCKS COFFEE COMPANY A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON I 7 \ I� LLL, I LIiJ i 6 - �I /r____— —_ ===1� !' — — I jrI I L--_� L.-----.---.-- � L--) �I i I j 1 - -� r- I eL _ 1_ — _i -- __ i j -- is �a •.• is _LS - is - is - LS --- isis- - I - _ i — — — — — — — �— _ I 12 1js �' I Lui 13 11-4 E E--[-. L-Lj — - - - - i_ , FT -� L--a--a -f I CL -I a EXTG BUILDING I � N _ .� ----- - �,A -- SA ------ - -- SA - -- _ S _ --- SA I� �� I LLJ iM +1 — I; z c� ry LL Il N 0 _ ►— II W Lid i 4 i\ �ivo N N Q W 5lovS$ 0 i_ N W� j� f Z I—. iG W TREE PROTECTION LLJ W m (I 00 i in W I i! FENCE (TYP) O O I I I IJ..I ' J �1 tl' X� _ O i ll Z II I" X1!� O�Of 2 / +I I f _ f1 i < pp II j CD f III O i sl ovcj 9 1 C0 U' O I ' I EXTG PARKING ;LOT C�j , � C\I II II U w I � � L0 LLJ LLJ Y- f 0 N - _ —__ _ w� / t I , , r- c W—— W IL W T- L/{�+� Jill fir - fill �// fill ' ffff fill Jill _-- ci i if ci N C - _ _.. _ _ O - N 0 cl I (0-_______-- -_ a _ _ — __r�---_ __ 1L-. 4 v- L-- - - a / r r fill fill Ill I'll Jill 3 `--_ ._.;_ __--- I I I - __ _ = _ __�_ _ _ - -- - t ---- - # �P i r fH0 111;r--1 +�i C fill -- — I I I{ L 1 1 ( 1 -r =_- — --- 1 s �� LrII + 1 iIIr Ir+, — — — i — --I I E _ - --� --- -k�--- - l--r--�I------ - �� ----- - — _-_ --- -- -=� --- -- - - -- - ;�---------- -`- E F E �{ - ----IJ -1 -� -- _- PACIFIC HIGHWAY SOUTH i i f--1------------------____..------------------------------ I ------------------- � — � — — h CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR LEGEND 0 Existing Deciduous Tree to Remain Existing Coniferous Tree to Remain OX Existing Deciduous Tree to be Removed Existing Coniferous Tree to be Removed its r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. TREE PROTECTION NOTES TREE PROTECTION STANDARDS: No person may conduct any activity within the protected area of any tree designated to remain, including, but not limited to, parking equipment, placing solvents, storing building material and soil deposits, dumping concrete washout and locating burn holes. During construction, no person shall attach any object to any tree designated for protection. Before development, land clearing, filling or any land alteration for which a tree removal permit is required, the applicant shall: Erect and maintain a readily visible protective tree fence along the outer edge and completely surrounding the protected area of all protected trees or groups of trees. Fences shall be constructed of chain link and at least four feet high, unless other type of fencing is authorized by the Director. Prohibit excavation or compaction of earth or other potentially damaging activities within the barriers. Maintain the protective barriers in place until the Director authorizes their removal or a final certificate of occupancy is issued, whichever occurs first. Ensure that any landscape work done in the protected zone subsequent to the removal of the barriers shall be accomplished with light machinery or hand labor. In addition to the above, the Director may require the following: Cover with mulch to a depth of at least 6 inches or with plywood or similar material the areas adjoining the critical root zone of a tree in order to protect roots from damage caused by heavy equipment. Minimize root damage by excavating a 2 foot deep trench, at edge of critical root zone, to cleanly severe the roots of trees to be retained. Have corrective pruning performed on protected trees in order to avoid damage from machinery or building activity. Maintain trees throughout construction period by watering and fertilizing. The grade shall not be elevated or reduced within the critical root zone of trees to be preserved without the director's authorization. The director may allow coverage of up to one half of the area of the tree's critical root zone with light soils (no clay) to the minimum depth necessary to carry out grading or planting plans, if it will not imperil the survival of the tree. Aeration devices may be required to ensure the tree's survival. If the grade adjacent to a preserved tree is raised such that it could slough or erode into the tree's critical root zone, it shall be permanently stabilized to prevent suffocation of the roots. The applicant shall not install an impervious surface within the critical root zone of any tree to be retained without the authorization of the Director. The Director may require specific construction methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential for root induced damage to the impervious surface. To the greatest extent practical, utility trenches shall be located outside of the critical root zone of trees to be retained. The Director may require that utilities be tunneled under the roots of trees to be retained if the Director determines that trenching would significantly reduce the chances of the tree's survival. Trees and other vegetation to be retained shall be protected from erosion and sedimentation. Clearing operation shall be conducted so as to expose the smallest practical area of soil to erosion for the least possible time. To control erosion, shrubs, groundcovers and stumps shall be maintained on the individual lots, where feasible. Directional felling of trees shall be used to avoid damage to trees designated for retention. The Director may require additional tree protection measures which are consistent with accepted urban forestry practices. NORTH TREE UNIT CALCULATIONS Units Required in BC Zone Total Site Area: Total Tree Units Required: Tree Units Retained: Tree Units Added: Total Tree Unites Provided: GENERAL NOTES 20 Units / Acre 6,619 SF (0.15 AC) SCALE: 1 "= 10'-0" 7 9 6 (12 Small Canopy Trees) 15 1. Tree #5 is divided into three major trunks with one major trunk (36" Caliper) on the proposed site and the remaining trucks on the adjacent property. The canopy provides a dense biomass. Existing root mass is dense under the canopy diameter, especially the inner half of the canopy. Protect existing grade. See detail for protective measures. 0<11� Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #210 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF Martin Zollner WASHINGTON REGISTRATION NO.377 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC STATE OF WASHIN=N REOISTMED LANDS ARC" MM"N L. `IOLLNER CERTIRGAW NO, 377 o/G,erlr,.ror, STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: BY: DESCRIPTION: NO.: 2 DATE: BY: DESCRIPTION: NO.: 3 DATE: BY: DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY. DESCRIPTION: NO.: DATE: BY: DESCRIPTION: SCALE: DATE: 8/06/13 1 " = 10%0" PROJECT MANAGER: PROJECT NO.: MLZ 0018 DRAWN BY: DRAWING FILE: MPA 00181_102 PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: TREE RETENTION AND VEGETATION PLAN SHEET NUMBER: L102 STARBUCKS COFFEE COMPANY t CHAIN -LOCK TREE TIES MEDIUM OR HEAVY DUTY, 3/4" MIN. WIDTH, SECURE TIE TO WOOD STAKE W/ GALVANIZED NAIL 2 2"x2"x8' WOOD STAKES, SQUARE OR ROUND, d STAIN BROWN, TOPS SHALL BE EVEN Q % (3 STAKES WHEN EXPOSED TO HIGH WINDS) INSTALL TRUNK GROWTH BASE AT 1" ABOVE FINISH GRADE 3" DEPTH BARK MULCH OVER COMPOST LAYER \ IN LAWN AREAS, INSTALL 3' 0 BARK MULCH RING ' CONSTRUCT A 3" WATERING BASIN USING SOIL REMOVE BURLAP FROM TOP 1/2 OF ROOT BALL REMOVE ANY NON-BIOGRADABLE MATERIAL BACKFILL: 100% EXTG SOIL FROM HOLE z\�\\ ^:" ;;;�::' . \� j SCARIFY SIDES OF HOLE BEFORE BACKFILLING TEA BAG TYPE FERTILIZER PACKETS, 20-10-15 WITH MINORS FOLLOW MANUFACTURERS INSTRUCTIONS FOR PLACEMENT INSTALL 6 PER TREE CALIPER INCH JR SIMPLOT BEST PAKS, OR APPROVE EQUAL EXCAVATE DO NOT OVER -EXCAVATE DIRECTLY UNDER ROOT BALL 3 X 0 OF LOOSEN SOIL NEXT TO ROOTBALL AND SLOPE BOTTOM ROOTBALL OF HOLE AWAY FROM ROOTBALL FOR DRAINAGE NOTE: AFTER PLANTING AND THOROUGHLY WATERING, APPLY ANTI -DESICCANT SPRAY IF TREE IS IN LEAF. Broadleaf Tree Detail - Staked NOT TO SCALE INSTALL GROUNDCOVER AT EQUAL TRIANGULAR SPACING ON-CETNER AS LISTED IN THE PLANT LIST EDGE OF PLANTING AREA EQUAL Groundcover Detail NOT TO SCALE INTALL GROUNDCOVERS AT 1/2 ON -CENTER SPACING DISTANCE FROM CURBS, SIDEWALKS OR OTHER HARD SURFACES FIXED OBJECTS 3" DEPTH BARK MULCH BACKFILL: 100% EXTG SOIL FROM HOLE SCARIFY SIDES OF HOLE BEFORE BACKFILLING TYPICAL GROUNDCOVER, MATCH PLANTING SOIL LEVLE W/ LEVEL OF SOIL IN CONTANER e/I- SPACING VARIES SEE PLAN LIST A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON INSTALL 14 a. GUY WIRE INSIDE 1/2" RUBBER HOSE AROUND TREE; AND INSIDE 4'x1/2" PVC PIPE FOR VISIBILITY AND SAFETY FOR SEQUOIAS, REMOVE GUY WIRES AND STAKES AFTER ONE �1 o FULL GROWING SEASON IN SPRING TO PREVENT GIRDLING a O INSTALL TRUNK GROWTH BASE AT 1" ABOVE FINISH GRADE 0 3" DEPTH BARK MULCH OVER COMPOST LAYER o CONSTRUCT A 3" WATERING BASIN USING SOIL o REMOVE BURLAP FROM TOP 1/2 OF ROOT BALL o REMOVE ANY NON-BIOGRADABLE MATERIAL v INSTALL 3 2"x2"x3' WOOD STAKES 0 ROUND OR SQUARE, STAIN BROWN BACKFILL: 100% EXTG SOIL FROM HOLE SCARIFY SIDES OF HOLE BEFORE BACKFILLING TEA BAG TYPE FERTILIZER PACKETS 20-10-15 WITH MINORS FOLLOW MANUFACTURERS INSTRUCTIONS FOR PLACEMENT INSTALL 6 PER TREE CALIPER INCH EXCAVATE JR SIMPLOT BEST PAKS, OR APPROVE EQUAL _3XOOF— ROOTBALL DO NOT OVER -EXCAVATE DIRECTLY UNDER ROOT BALL LOOSEN SOIL NEXT TO ROOTBALL AND SLOPE BOTTOM OF HOLE AWAY FROM ROOTBALL FOR DRAINAGE Coniferous Tree Detail - Stake NOT TO SCALE CV TOP OF CURB, ASPHALT, GRAVEL OR SIDEWALK 1"-2" CLEARANCE BELOW TOP 3" DEPTH LAYER OF BARK MULCH 2" DEPTH LAYER OF COMPOST, NOT TILLED 6" DEPTH OF TOPSOIL CONSISTING OF FREE DRAINING SANDY LOAM W/ LOW CLAY AND SILT CONTENT AND WITH ORGANIC MATERIAL. NO DEBRIS AND NO ROCKS OVER 1" DIAMETER. EXISTING IF AVAILABLE, AMENDED OR IMPORTED, SEE SPECIFICATIONS FOR TOPSOIL REQUIREMENTS 6" DEPTH OF EXISTING NATIVE SOIL, MECHANICALLY RIPPED OR CULTIVATED TO ALLOW FREE DRAINAGE. REMOVE ALL ROAD BASE GRAVEL, ROCKS OVER 2", ALL DEBRIS, SCARIFY SUBBASE AND REPLACE WITH CLEAN SOIL. Od d. MAX —1 d ' o e. d. d �z,f.•:r•�, '',• '�';Y= `t.`'z.r`;..�t,�j:. ..eY. ''•>;"f�, IN PLANTER ISLANDINSTALL COMPOST. NODO NOT INSTALL HOG FUEL TILLED TO A DEPTH OF 18" OVER EXISTING NATIVE EXISTING SOIL FOR CURB SUPPORT SOIL. Planting Area Soil Cross Section NOT TO SCALE I 8'-0" O.C. 8 x4 x4 PRESSURE TREATED EXTG TREE TO POST BURIED 2' IN BE PROTECTED — — — — — — CONCRETE FOOTING ` 6' TALL METAL T-POST 5 1/2" 100000001 i ❑❑❑❑❑❑❑ 10'MAX.SPACING ❑�❑❑❑❑❑ ❑❑❑❑�❑❑ 6'X5 1/2" CEDAR FENCE BOARD ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ - MOUNT SO BOTTOM OF BOARD ❑❑❑❑❑❑❑ 1 ❑❑❑❑❑❑❑ o IS1"ABOVE FINISH GRADE ifl ❑❑❑❑❑❑❑ E 10❑❑❑❑❑❑ I ZIP TIE C� 2"X4" PRESSURE TREATED RAIL z ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ Z W ❑❑❑❑❑❑❑ I 10 ❑❑❑❑❑❑ 3 PER POST (MIN.) MOUNT CENTERED ON POST J ;00 ❑ ❑ ❑ ❑ ❑ ❑ ' 10000000 HIGH VISIBILITY ORANE — — — — — — — FINISH GRADE O F- ❑ ❑ [:1 El [:1 [:1 El ❑ El 110 ❑ PLASTIC CONSTRUCTION a ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ FENCING,4'TALLLILILI[JUJULU] J \/ EO 0E10111:11:10 ry ❑❑❑❑a❑❑ ��\ d\i\�\ N CONCRETE ❑❑❑❑❑❑© ❑❑❑❑❑❑❑ N�\\ \i\\�i FOOTING 10' MAXIMUM SPACING Tree Protection Fencing 1� -4 �I 6' Wood Fence INSTALL TRUNK GROWTH BASE AT 1" ABOVE FINISH GRADE 3" DEPTH BARK MULCH OVER COMPOST LAYER REMOVE BURLAP FROM TOP 1/2 OF ROOT BALL REMOVE ANY NON-BIOGRADABLE MATERIAL d CONSTRUCT A 3" WATERING BASIN USING SOIL BACKFILL: 100% EXTG SOIL FROM HOLE SCARIFY SIDES OF HOLE BEFORE BACKFILLING TEA BAG TYPE FERTILIZER PACKETS, 20-10-15 WITH MINORS FOLLOW MANUFACTURERS INSTRUCTIONS FOR PLACEMENT INSTALL 6 PER TREE CALIPER INCH �.; •`.,:' :. `' /\\\/� JR SIMPLOT BEST PAKS, OR APPROVE EQUAL / \\ ��\\��\��\�\\��\\��\�\\ \� DO NOT OVER -EXCAVATE DIRECTLY UNDER ROOT BALL \\� \\A�\ LOOSEN SOIL NEXT TO ROOTBALL AND SLOPE BOTTOM EXCAVATE OF HOLE AWAY FROM ROOTBALL FOR DRAINAGE Xf� 3OF 3 X O LL Sterling Design Associates, Ilc NOTE: AFTER PLANTING AND THOROUGHLY CIVIL ENGINEERS - LANDSCAPE ARCHITECTS WATERING, APPLY ANTI -DESICCANT SPRAY IF BROAD LEAF SHRUB IS IN LEAF. 2009 W. Littleton Blvd. #210 Shrub Detail Littleton, CO 80120 NOT TO SCALE 303.794.4727 ph www.SterlingDesignAssociates.com TOP OF CURB ASPHALT GRAVEL OR SIDEWALK PREPARED UNDER THE DIRECT SUPERVISION OF Martin Zollner WASHINGTON REGISTRATION NO.377 1 " CLEARANCE BELOW TOP FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 6" DEPTH OF TOPSOIL CONSISTING OF FREE DRAINING SANDY LOAM W/ LOW /:>n:,« CLAY AND SILT CONTENT AND WITH ORGANIC MATERIAL. NO DEBRIS AND NO ROCKS OVER 1" DIAMETER. EXISTING IF AVAILABLE, AMENDED OR M1.t. zolt —N,r„<.h„t IMPORTED, SEE SPECIFICATIONS FOR TOPSOIL REQUIREMENTS STATE OF WASHINMN 6" DEPTH OF EXISTING NATIVE SOIL MECHANICALLY RIPPED OR CULTIVATED REOISMED TO ALLOW FREE DRAINAGE. REMOVE ALL ROAD BASE GRAVEL, ROCKS OVER�� 2", ALL DEBRIS, SCARIFY SUBBASE AND REPLACE: WITH CLEAN SOIL. MARTIN L. ULNER CERflfjr, W NO, 377 o/Grerla.ror:; r M8_1 STERLING DESIGN ASSOCIATES, LLC ISSUES &REVISIONS t . a• .+ •,.�` r' 'i.::, '.t..'`• �v' NO.: 1 DATE: BY: \ J. DESCRIPTION: NO.: 2 DATE: BY: DESCRIPTION: d a \�\\\ \\ NO.: 3 DATE: BY: �%\ •Q \�%\\\// % \�\%\\j/\%� DESCRIPTION: NO.: DATE: BY: DESCRIPTION: NO.: DATE: BY: EXISTING SOIL FOR CURB SUPPORT DESCRIPTION: NO.: DATE: BY: Lawn Soil Cross Section DESCRIPTION: NOT TO SCALE DATE: SCALE: 8/06/13 N/A PROJECT MANAGER: PROJECT NO.: M LZ 0018 DRAWN BY: DRAWING FILE: M PA 0018L103 PROJECT: PROJECT NO. 58377-001 STARBUCKS COFFEE ,COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 OWNER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: L103 NOT TO SCALE NOT TO SCALE 1 A-SHT A-202 Drive Thru Elevation _ 1 /4" = 1'-0" per Parapet_�/� 17'- 4 1 /8" u per Parapet 13' - 0 5/8" �I Huh Ceiling � 9' - 5 1 /8" Fin. Floor 1'- 1 1 /2" Grade 0'-0" A-SHT A-202 Rear Elevation 1 /4" = 1'-0" r.0. Upper Parapet /1 17' - 4 1 /8" "-) F.O. Lower Parapet n 13'-05/8" �/ T.O. High Ceiling 5 1/8" Fin. Floor 1'- 1 1 /2" Grade 0'-0" V F w N 0 Z UJ LU Z 0 LU if 4 A-SHT A-202 Walk -Up Elevation A-SHT A 202 Front Elevation - - - - - --- -- --- - -- 2 �, _ -------------- — 1l4 - 1 0 1/411 _LRI Values ELEVATION KEYNOTES • Sherman Williams Weathervane SW2927 1. Paint all Exposed Structural Steel Paint Sherman Williams Weathervane SW2927 17. MCnichols Expanded Steel: McNICHOLSO Quality Flattened Expanded Metal, Plain Steel LRV Value 8 2. Exposed B-Deck Paint Sherman Williams Weathervane SW2927 Cold Rolled, 1 /4 #20 Flattened, 35% Open Area, Paint Flat Black Total Surface area of color 240 SF. 15% 3. Exterior Door Paint Sherman Williams Weathervane SW2927 18. Ready Access AA3300 Heated Air Curtain 4. Exterior Counter 8" Deep Paint Matte Black 19. Mechanical Unit: Reference Mechanical Drawings. • Flat Black: 5. Parapet Screening Element Paint Matte Black 20. 6" Downspout and Conductor head. Anodized Bronze Color LRV Value 0 6. Wyoming Snow Fence Plained to Consistant Thickness and Height 5" Tall by 8' 21. Electrical Panel Sized Per Electrical Drawings. Nema 3R Rated for Exterior Enclosure Total Surface area of color 160 SF. 7. Screen/Planter Assembly -Paint Matte Black 22. Exterior Electrical Lighting: Reference Electrical Drawings. 160SF x .30 for open are in mesh 8. Screen Assembly -Paint Matte Black 70 SF Total Surface are of color is equal 9. Rear Gate Assembly -Paint Matte Black to .03% of total Surface Area 10. Canopy Assembly -Paint Matte Black 11. Signage Per Local Jursidictional Requirements. Coordinate on a site by site basis 12. Hurricane Rated Glazing -Miami Dade Approval Required 13. Ready Access 600 Series Window 14. 20 Ga Sheet Metal Cap Paint Steel Sherman Williams Weathervane SW2927 15. 10" Tall 20 ga. sheet metal flashing 16. 1 /2" asphaltic expansion board Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318-1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Revision Schedule Rev Date By Description M N_ O Q6 ti N O LO LO L � co O � a a UF= �0 L �— 0 LL co �n w O t> O (Q U = 0 U) U o U `_ Cn CU z ¢ Al � U U N U) a N Store #: Project #: Project Number Concept: Palette: Issue Date: Issue Date Design Manager: LEED ®AP: Production Designer: Checked by: Sheet Title: Exterior Elevations Scale: 1/4" = T-0" Sheet Number: A-202 + + 0.0 ♦0.0 0+: .0 + ♦ + ; ♦ +i r + + + + + r + + r ; A 0.0 0.0 0 O- 0. _ 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2� 0.2 0.2 0. ' 3 1 . U.3 .4i +0. +0. 1 M1 +0.0`, O.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0\II1 *0 1 +0.1 +0.0 +0.0 O 0.0 0.0 0.0 0.0 0.0 0.1 0;1E 0.1 Ni; 1%' 82i 0.3 0.3 0.3 0.3 0�3 / 0:3 07% + +r., + ) + �{a + + + 5 , { J G , + 8 0.2 10,2 2 0.1 1 + .1 0.1 0.1 0.0 !; r i Na �..� p + + + + ♦ + + + d i i ! } 0.0 0.0 0.1 0.1 0.1 0.1 0.1 j /.2XAO.2 '0. 02 f, 4'_- 0 -..0:4- �"i:4-- Cr4 - -- C -0S -- -0� _-- ..0.8.,.,., _ 1.0 1.i7�• 0.8 0.6 •..0.4 0. Q, 2r/ + `�, \E +0.2 0.2r-�h'� 0.1 .. 0 1._ +0.1 +0.1 0.1 0.1 0.1 0.1 0.1 0.2 0. d. 4 0.6 0.8 0.8 J.Q,B...--.--fL7...-----OZ........06...-.Q6f--,-Q_6-_:-...Q,7... Il,81_11.2......_1.3.--....-1.5 1.4 1.20.9 0.7 0.3 a`p,2 +0.2�0.2`0'1 +0.1 +0.1 +0.1 +0.1 i 0!1 0.1 0.1 Q.1 0.2 0.2 0. � 0.3 0.31 •0.5 0' 1.0 1.2 1.2 i1.2 1.1 1.0 0.9 $ 0'.$' 0.8 1.1 1.5 1.8 2.1 E ` til �; J $.2 1.9 : 1.5 1.2 1 <{ 0. ;. , �+0'/1 +0.2 +dZ - . 0. -�©.1 +0.1 +0.1 /r 1 T 0,1 0.1 0.1 0.1 0.2 0.2 3 0 5 E 8 1:0 1.3 1.6 1.8 /r 1.8 1.6 1.4 A.1 A Oq7 0A 1.3 2.0 2.7 3.3 �.4 2.9 � 1.4 +�.7 5/ tr + + r ♦ + + r �. 0.2 0.2 0.2 0.2 0.1 0.1 0.1 T ` f ' E \� ! PROPERTY+LINE (TAP•)+ 0.;1 0.1 0.1 0.2 0.2 0.2 0 0 o .3 1:2 1.71 2.2 2.8 2.8 2.4 1.9 1., 1.0 : 1i8 ? 1.i) 1.5 2.3 3.3 4.1 4 - ,, .88 2.7 1� � 1.7 1. O F ,3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 ff l ` + + + + + r I+ i t� ` + + + + + + + + e + `' i 0.1 0.1 0.2 b.2 0.2 0.2 . 03 0.5 /0. i .9 1: 3 3.2 4.0 3.9 3.3 2.4 1.6 j 1.it /0.9, {1.0 ; 1.4 2.1 3.4 4.6 5.1 4.7 3.3 .6 1.$ O.X., b3 '0.2 0.2 0.2 0.1 0.1 0.1 0.1 + + + + ♦ + 't J+ f + '" r 7v2 + + + + + + { + , r \ r + + + r + /, `� t ♦ ` t+ �;yj + + ♦ + + + 0.1 0.1 0.1 0.2 0.2 0.2 :0D: i 0. 13 1.Z 1. .7) 3.9 4.8 4.6 3.7 2.5 1.5` 1.0; .0.7 .7 + ;1 1.7 3.2 5.2 6.8 7.1 .4J 2.' : .9 ;z03.,'i' .3 0.2 0.2 0.1 0.1 0.1 0.1 o : ? ! t�, `.° + + + + + • l r + + p� ♦ r I r + r ♦ + + + f +` f + ` ♦ ` ♦ + r + + + ♦E 'tt` :) Oil 0.1 0.1 0.2 0.2 0 2 0.3 f 0.° 1. 1.$ 2!2 3.6 5.2 6.0 5.2 3.8 2.1 3 0�13 0�5 0.61 0.8?.y 1.5 2.8 4.7 7.5 .4 7.7 4.9 .5 ; j �+2. + 5 ° 0.2 +0.2 +0.1 +0.1 +0:1 +0.1 +0.1 _ {. 0.1 0.1 0.1 Q.2 0.2 c3 O ?lI 0;7 1.6 (( 3.•0 5.4I 8.1 7.8 6.2 3.6 2.0 f 1 0 0.6 �1.5 0.5 0 7 J.0 2.0 3.4 7.$ 9: 8.6 6.5 1.9 2 4 pp 5 �'0.2 0.1 0.1 0.1 0.1 0.0 0.0 p_ + r ♦ +' r + • + �I +' + ♦ + + +� i`i + g +I y /� + + + +! ':w +1 i{n + r + + ♦ r 0 1 0.1 0.1 0.1 0.2 O.Zt 0;yd .9 1.$ : .2 4: 7.2� 9.1 9.1 5.0 2.7 1 a -A 8 0 6 Oi5 0.5 s 0.6 G 9 / � 5.0 9.1 8 5.8 3.0 ? j 12. 6 3 E0.2 0.2 0.1 0.1 0.1 0.0 0.0 i r " �° {. I i +' + + ♦: + ♦ }r + r/+ r + + ♦ +i t + + +' + r - + r! f .00 r + + + + + 0.0 0.1 0.1 0.1 0.1 0.2 } 0,,1.0 1.9 - 3.4 7.31 8.6 72 4.5 2.7 13 0.8 ; / 6 0.66 0.7 (1.9 2.4 rp\\ 15.7 11.2 4.6 E;; 2.i f, I .4d.3 0.2 0.1 0.1 0.1 0.1 0.0 r + + + + ` .2 j +0 , s+ + ' '2' --+4 -----~-+]A,3.._ I.$.- .0.----*24 �3 +0.°a' 0,8 8 0 9\ +1,0-" 1-2 +1.4 +2. +5.8�f�9.1 +8.�, +4.5 w2. ' x - . 0% -�� t ! #{0.81%1,4.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 O.1 0.1( 0 0' g.5 ; 1.¢ , i .8 8,0 15.¢ 15.8 7.4 3.3 22 1.$ 1.2 1.1i 1"� 1+1s4 1.7 /2 ` 4.4 7.2 7.6 6.9 l : ¢.3 i ; 2. I !'; +0.4 b.3 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +.21 0'1 +0.1 +0.1 +0.1 +0.1 ` +,6 +- + + E + r + + ♦ _8 + 1 5 + .. 3` ; sc sc-------- s; jN 1.9 +2.5 +3.1 4 5.4i:;i 7.7 5,.6 t : 2. 0.4 � i0.2 0.2 0.2 0.1 0.1 0.1 0.1 £ ♦ /+ 6 ¢;5 ♦ + + ++ �-� z ♦ I ri * r + + r r•� ` I - 1 7.9 9 * 2 ; 2. 0. ;0.4 913 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 0.1 0 1. 0.. Q %82 0.2 0'`,3 j r,5 i + f` g + + ♦ r : t. 1. b 4!9 7.3 : 7.2 5.2 3.2 3.0 2.2 1 1.7 +1`5 1.7 2.0 2.5 4.6`t 6.3 - I" {` EXISTING POLE LIGHT 0,1 0.1 0.1 0.2 0.2 0.2 03 0.s4 }0. 8 4'8 7.2� :;7.3 6.6 3.8 2.7 2.2 1.7 1 1.3 1.3 1.' u 4^ ?�, +2.8 +4.4 [t8.0 Ih.O .6 i 2.1 r�+0. 0.4 0.3 f ; -r - - g (NOT MODELED) MO EL 0.1 0.1 0.1 0.1 0.2 0.2 ! 0;3 O.G 09 .5 a.3 7.0 7.4 5.0 3.8 2.4 L16_ 1.4 13 + 13� 3 + 4 +2.3 +2.6 -0 E11.1i+12.8 R9�3 * .8I 2. 04 x0.3 +0.2 +0.1 +0.1 +0.1 +0.1 +0.0 `' EXISTING STREET LIGHT = + - -- :+ .... ♦ ...E + + iF ♦ i ♦ �/� 4 i $ + ' %r + -,.+ + , + + t ° V < {`"' + + + + + + } 013 : - S• ---" .2 419 13.2 :18.2 12.2 4.3/ 2 7 2.1 sX/-%3 16 11.4 $ i 1.5 :1.7 2.6 _% 2 6.2 •8.9 8.6 5.4 .1 E 2. ; - w- s 0.4 i ? 0.3 0.2 0.1 0.1 0.1 0.1 0.0 (NOT MODELED) _..� ti , 4 is t ;; !E 0.0 0.1 0.1 0.1 0.1 0.2 \0{3 0.4�/ 0:9 Q 3i2 6.8 .8 1 .3 3 .7 ;1.7 f,/1 7 �.8 •1.8` 1 „43< +3.3 +4.6 3.7 '9:'9 i`E 8.7 Ibp 1 E 2. 1. �.5 ? : 0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 + + + + + ♦ +� + f� is} I + } +_...�. N +/ Y + 4 +�f i / r .;F + '' .\i it : Al+ + ♦ + + 0.0 0.0 0.1 q.1 0.1 0.2 0.2 G3 1x5 i2. 3;3 54 7 .8 8 4.7 2 r 21 '2.3 �t2.5 ' 7 3.3 4.5 111\\\6.7 8.4 94`[ ;170 .3 i ; 2. J ..9 f0.5 `•�0.3 0.2 0.2 0.1 0.1 0.1 0.1 + + + +' ♦ + r : ': + 4 :.+ 4 + i r : E 4 + f + r r .'+ + '+ + .."MF'.'_"' �"; "..•^.y--- } E '• f , '` + + + r + + + 0.0 0.0 0.1 0.1 0.1 0.1 04 0;4 i 1i1 20 3j8 4.T :7.5 ; 9.3 &fr--f -4.8 3.3 2l +$ 37(' 4;1" 4:4 5.4 6.6 7.3; f�8 + i .3 ! 1.jj 0 i0.6 y 4 0.3 0.2 0.2 0.1 0.1 0.1 i 0.0 0.1 0.1 0.1 0.1 0.2 0,�' ? 2j7 3.11 5.2 76 - 7.4, 72�- 5.9 3.8 39 4.6 .4 \5.7 5.9 �" 6:�' �' 6•,P..,,' i5.0 •�+ .4�* t 9 *1. ' ' .-. i 6 •f1iz1-+u3 +9'�''+0-7-r0.2 +0.1 +0.1 pJ p Q +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +(; +t3.4 +0`16`• 1. +2,2 +2.1�....: i.4 ` 5�6.7�5.9 48'�-0 z + +'r' } �,+ + + f .:: + # -` r + + + r \ti + + ! ; = �95.7 6.6 64 62 58 45 3.Y- 2^0 I .2 i ; :18' 10.5 0.4 0.3 0.3 3� O.�i 0.2 0.1 i t I TINin ...._ J -6 9 ` 0.1 0.1 0.1 0.1 0.1 0.2 0�2 3 (.5 .1 1;9 1.6I 2.3 '�4 -' -BY OTHERS 71 6 2 "1-5 4 'K3 4.3 .a �;p ; 1. f ��,7- ?'0.5 ,fYA_ 'tT3--=D:3- " 0.2 0.2 0.2 0.'1 0.1 0.1 0.1 0.2 0.2 02 : q.^z Odr 1 1. /, 5_�- �63 $ s 1 1 2 5 4.6t 4-3 4.1 ,:3.4 t2.7 \f 9 1 /0.7 µ E iu� a t rjij ( i /Kl` r� /// 0.5 0.4 +0.3 +0.3 +03 +0.3 +0.2 +0.2 ' r (/ + r + + r. ''t + p t` + + ` 4. r. --r .rim + f r + r !' ± + 1 + �E l ;� � � i ♦ i t 1. 0.1 0.1 0.1 0.1 0.2 0.2 0J2 q.2; iQ� _..1 R6 4.5 7:2 9,Rt\ 1'2 i 62 i 5.1 4A 4.2 i3.6 ` fl 1.1 .7I 0,5 '` 0.3 f3 6.3 0.2 0.2 0.2 t E I 0.4 I, r 0.1 0.1 0.1 0.1 0.2 0.2 0 D.2 ;3 / -, 1j0 1. 3.5 1.3 , W. 9.7 , $ 3 C4.8 4.7 .0 5.0 '4.1 ; 3. :2. ; .2 i i p,g / + + ♦ ♦ + r �� ? //�y _ 0_.4 0.3 0.3 0.3 0.2 0.2 0.1 + + + : +� ♦ + ++�.' .-.*,... - ------- ,'------+;Oda------------- ^;- 0..1 0.1 0.1 t 0.1 0.1 �. - 0 D.z - <3% i 1. f 1.3 3.5 71 s71.9 .2 4.5 4.9 { 4.$ w_§ 312 2.13 0 + \ �} + 4 j # r + r V/ s t `/ \z /i .t j ' I Q� i \_ - 0.3 0.3 0.2 0.2 0.1 0.1 + + + + ♦ r + f! +_� V + i r it " + L +. +'t + +� 't, --- j 0.1 0.1 0.1 ; 0_1 _0.1 0.1 -0 I .t7? 0.'2I `" :1 2. ,. 52 �713.5 � .3 11;5/ t. 4. Q 4.8 +5.8 4 .5 :: - 8 22 +1. '+0.9\'` �0,8 +f1.4 +0.3 +0.2 +0.2 +0.1 +0.1 +0.1 0.0 0.1 0.1 }-01 0.1 0.1 011 2 S 1. f { 4.3 !i 715.7 r.7 S3 3.3 4; r +8.1i , sb }I 9 µ2.t 1.1 I0.6 b.3 0.2 0.2 0:2 0.1 0.1 0.1 + + r + + t t 4 : } *,.., 7<r ♦ ++ (s ♦ + } ♦, } , �r i ;. + ♦ + + + + 0.0 0.0 0.1 0.1 0.1 0.1 0;, 9so 7.1 7.6 4.3 ;, 4. 3.813.9 4. 5.6 \ 8.B 16. +2. 'i+t% 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 I \ 666 + + + r r + 0.0 0.0 0.0 0.0 0.1 0.1 Oy/1' 1 s 40 7: 4.5 70 7.6 C�.9 4.2 13.4 3.3 3.5 4. 79 ir. �6 15 i 3. 1P 'f0.5; 0.3 0.2 0.1 0.1 0.1 0.1 0.0 k . + r + + ♦ +s i:x_: t r `{t f! + + + M a r3 r ♦ + ) I# r' + + ♦ + r + 0.0 0.0 0.0 "0.0 0.0 0.0 Or1i1.1 0. �' ;f1.7 4.3 7.3 7.7 ,5.3 ;4.1 2.6 2 3.4 5. 19 8.1.9.,;2. +�5 0.4 0.1 0.1 0.1 0.1 0.1 {Cp + r + it :M,. 6 : + i+ " + + ++ 4 + r {r + + s� I'» If 'i4 + + + + + r r I O.Q 0.0 0.0 .0 0.0 0.0 0.0 , 1 • 3 - 2. 5.3 13.4 3 11.7 4 3.1 2 i 2.2 3 4.1! _ 3 .1 ; : 2. l :1.0 € �0.5 p3 4,1.-, --_ Q,1._..-_0 1_-- -_ 0.1 0.1 0.0 0.0 0.0 Wo 0.0 0.0 0 , 9 Q.g 3i9 3.4 ;; 6.9 j 10.3 1 .8 {115.2 +3. 2.9 ?+2.1 + .4 +3.8 ' 10 jl7 i •¢ 3 EXISTING PEDESTIAN LIGHT ' { ' _''_. 3 ;t8 2. ,o :0.53 : o.g 0.2 0.2 0.1 0., 0.1 r+ S + i } rf t t i i ► + r I+ +i r a� ! w s `r + + + + + A.1 1, 0. y i 5t' 8.� f 9.0 ; 7. 4.6 3.33.0 3.2 3. t•.6 4 b : 2. ! .110.5 .3 ! 0. 0.2 0.2 0.1 0.1 0.1 (NOT MODELED) o.o o.o �' ; ya} 1. +I' 1�I i N 1 r + + +' r\ ?+ I + + + 0.0 0.0 0.0 00 0.0 0.1 0. ,; 0:, 312 2 s 10.2 18.6 5.4 4.0 3.5 3.3; 3.S ;;5 *I li 14 ,71 pb.tE;2. :1.1 .5 .8 i Of 0.2 0.2 0.1 0.1 0.1 f : + »E + { i+ + + + r + 0.0 0.0 0.0 b 0.0 0.1 0.1 '' 2 91 i 3' 64 ii 8 ! 7.8 6. 4.3 3.0 \,2.6 .7 9 ,' ; E�! i e\ i •°f 7: i�.3 E 2. E 'E.2 .5 0.1 0.2 Q2 0.1 0.1 0.1 0.1 ;; I i + ♦ + r` ? + ♦ + + + i + I r �E+ » ♦ r ; + + + 1, r tt,, t t ► ` ?+ + + + + + + + 0.0 0.0 0.0 q.q. 0.1 0.1 0.2' 0.3 0. " 3. i 0 t0.3s° r�1 0.1 0.1 !i �,,. 5.5 5� 5.3 42 3.1 3.4 3.9 ;;8�3 50.5 0. 0.2 0.1 0.1 0.1 0.1 0.0 r i "t` ;!W "'X' , .b.4 .8 E i 2 F 1.�Sq i! , Ni 0.0 0.0 0.0 0. 0.1 0.1 0.2 0.4t O9 ; Si 1.5 0 = 6.0 i 0:1 0.1 0.1 ;; 1.9 2.9 t; � I I i - l 4 1 ; 5.0 8 4.1 j 3.5 3.9f 4.1 5'8.� 1q4 , .2 E .3 1 ; 2. : 2.2 �•.4 0 2 0.1 0.1 0.1 0.1 0.o t 4, + ' r + +i + + +yb. ; + + ; : + ♦ }u y+ \2 + i+ , » r - + r + + ! r} + + r ♦ + + 0.0 0.0 0.0 OI 0.1 0.1 0.2 , 85! 2.' 2.6- ¢C 0.1 \0.0 0.1 0.1 , 1.5 4.0 4iU 3.5 3.4 4., 5.7•;i;8. :-7.4 14'il3. i1.9 A.S 03 0. 0.1 0.1 0.1 0.1 0.0 i � . ,p�o-..........} BOLLARD LIGHTS (TYP. 3) r \ + ;; ! " + +. ;. ' + + ; ♦ ;{� �� }� rl + + + + ! + { f ` I i -._ -.- _.1 0.1 i :d.3 0.�t "" f.3: : 0 0.1:, 0.1 r 0.1 tt 1.3 1 2. 9 2.8 3.3 1 i + at--------- \ �� r � i ,l: 7f + .81 +Ot$ +O.Z +0.2 +0.1 +0.1 +0.1 +0.1 s €E€ O.Q 0.0 0.0 0.0 '; 0.0 0.1 - 0.1 I G.2 -O wN 0✓' 4 0.2 b,1 0.1 7� 1.4 '\ 2. / 7.� 8� 4.9f - 1 4 b� +0.4;4 +0.. t0.2 +0.1 +0.1 +0.1 +0.1 + r + +' i ♦ + + r ; + ` +! 1 r +- : + + * + + + r + +mot ` f ' 0.0 0.0 0.0 Q.0 0.0 0.1 0.1 1 0.2 ; b`2 0.2i ID.2 O . 1 0.1 0 � 0.8 1. + s: ;+ f +: +> :+ + + + + + i, ; ` 6 f�i8 2 `r ��yy. 7 5.7 ` 48 3 / .0 ! 2. 1� .5 )333 0.2 0.2 0.2 0.1 0.1 0.1 �lE-1 +(-% ♦ +} PM }+ ai +, + t+`" + \"i^.. + ♦''^,,+ + +s .� t t, + tt• ./• i b O;Oj 0 d.0; 0.0 ! .0 1 0.1 0.1 0.1 0.1 \ 0'°r 0 1 0.4 1.0 1.3 11.7 k' 23 3 ` , n �! p -+jI :b' -_ =: { ` \ O.._.. t #� 4. +i.6 +1. j{.2 { b.5 I r0.3 +0 2-+�20-+I�1-0., - +0.1 y ; . +Oi +0. 0.0 0 +d.1�: ±8. +O. l +0.1 + 1 +0.1 +0.1 +0.1 \+0.1 +0. +0.5 +0.7 O. ,t1.4 +2.0 +2.8 + +4.d + .8 .0 +1.4 +1. +0.8/ �iD.4 +0.2 +0.2 +0.2 +0.2 +0.2 +0.1 +0.1 q i 1 1 !.: , -, , f S ut UL v 3 +J +"+ \+ + + + r �(+ + +- -= _ s 0 + } } + rc•c +�_ f ♦ r + + 0.0 0.0 0.0 q.0 i0.0 0.0 0.0 0.0'`,, ;0.0 0. 0.1\ 1 0.f 0.1 1 0.1 0.2 0.3 0.5 28'��- 2: 8 4.2 6 4 02 02 tlG' OZ" U:T'- 0.1 0.1 r r + + + + r + + 4 r r �,+ + r ♦ r + + +'� + 1 + r + +\- + n i + t ♦ + + + r + 0.0 0.0 0.0 Q.0 °E1.0 0.0 0.0 0.0 Q. 0.0 0.0 0.0 c 0.0 ,' 0.1 0.1 . G.2 ti3 a,�,,;r 1.L. 1.671.7 1.5 0.9 0.4 b f ""0.2 O:Z 0 2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 O.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:1 0.1 1 0.2 "0" g �ry 5--_�.2 +0.2 +0 2 +0.2 +0.1 +0.1 +0.1 +0.1 ~ Qai.;a i i 0.0 0.0 0.0 0 0.0 0.o O.o o.o o.o o. i JJ I $ 0.2 .2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 ., .0 �.0 0.0 0.0 0.0 0.1 0.1 , td.1 i 0.1 ..2 0.4 I ! 0.6 �1.7 0. 0.8 0.% 0.0 0.0 0.0 t ! ! + + b v ! ...,y . + t + + + + r + + + + Q.0 O.b 0.0 0.0 0.0 0.0 :-_.Q 0.00.0---�, 0.0 0' 0; 0.0 0.0 i 0.1 ; .1 0.1 - ----� Q,�_0 1 _ 0 1 +0.0 .......... -- r -+-- rr� r--..r-- - -*. -! r + + + + : r + + •., r + y I + + + + + r + ♦ + I w i (wl ♦ 1 fy... +; ; v ; + -+0.1 +0.1 +0.1 } 00 o.o o.o i.o o. o-rtr ' ee -ao_.. -Q.' 0'0 ,. o.o o / Q\\= Q.0 Q.1 0.1 0.1_ 0.1 0.2 _ 0.2C13 6 3 Q,�w"_ 0 ! T'0 1 1 1! _ 00 00 00 ` r-- --- y _ ----r _....__ - -- T -- 0.0 0.0 0.0 0`;0 O.Q 0.0 0.0 0.0 0.0 0.8 0.0 0.0 010 O.Oi 0.0 0.0 Q.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 Or1 0Yi3'-U$--€S&- +0.0 +0.0 +0.0 +0-0 +0.0 II *0.0 +0.0 +0.0 +0.0 - 0 -80 ...+0.0 OIO 0.0: 0.0 09��•--- t�� 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 i 0.0 { 0.0 0.0 0. 0 0.0 0.0 0.0 0 0 0.0 I. I I i �� t ; EXISTING STRMT UGHT +0.0 +0.0 +0.0 +O.b +0.0 i +0.0 +0.0 +0.0 +0.0 --- 0.0 do 0.0, D f �.:.- , -_ °o -o_o o;o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.oi .o . o.o o.o o.o q.o '( T MODELED) 0.0 NO M E D) o.0 0.0 0.0 o.q o.o o.o o.o o.o o.o_:- -eo-: o.o o.or o.o o.o o.o-`� 0 60 o.o .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0P.O 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 __� � { 0,0 0.0 0.0 0.b 0.0 +, o.� 0.0 0.0 0.0 0.© o.o o q.o o.o o.o o.o o.o o.0 0.0 0.0 Qo /% o.o o.(i ' t�os ea- u.oN_oo„ a.o o.� o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 :�. P. : SITE FOOTCANDLE PLAN - - - - - - - - - - - - - 0 5 10 20 30 7=:%rMM%" GENERAL NOTES O SEE SHEET E-101 FOR SPECIFIC LIGHT FIXTURE MODEL NUMBERS. O2 CALCULATIONS ASSUME A 0.80 LIGHTING LOSS FACTOR. LIGHTING LEGEND \ I / BOLLARD LIGHT - 42W CFL S WITH SHIELD 16FT POLE ON 2'-6" CONCRETE POLE BASE (18'-6" -' TOTAL HEIGHT), 40OW METAL HALIDE, TYPE III DISTRIBUTION WITH HOUSE SIDE SHIELD (TYP. OF 4) 02011 Starbucks Coffee Company Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318-1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING LLC 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH:36"63-6677 FX:360463-3565 rensch.engineering@comcast.net Revision Schedule Rev Date By Description T� /6 fV a 06 -6• 0 t :3 O U) MO W N rn CC U U � z < N CU W a LL li W N a) ILL Store #: TBD Project #: 58377-001 Issue Date: 6-14-2013 Sbux Design Manager: Mika Fukui/Eric Hopp Designed by: Shiloh Thorensen Drawn by: Dave Carlson Checked by: Chris Rensch Sheet Title: Site Lighting Footcandle Plan Scale: Sheet Number: E-102