Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
17-100869
AkCRY OF Federal Way March 8, 2017 PACLAND Attn: Travis Cheshire 1505 Westlake Ave N, Suite 305 Seattle, WA 98109 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor Re; AUTHORIZATION TO PROCEED; Clearing, Grading, Erosion Control, Storm Sewer, and Parking Lotlmprovements File #17-100869-000-00-EN, Gravity Coffee; 33510 PaciFc Hwy S Dear Mr. Cheshire, The project referenced above has been reviewed for consistency with the Federal Way Revised Code (FWRC) and other standards, policies and regulations of the Department of Public Works. A Certificate of Insurance from the contractor, naming the City of Federal Way as an additional insured must be submitted as well. The plans for the improvements referenced above are hereby conditionally approved. Construction of the improvements may commence when the conditions of this letter have been fulfilled. Prior to starting work, an on -site Temporary Erosion and Sediment Control (TESC) pre - construction meeting with the Public Works Inspector must be held. To schedule the pre -construction meeting, call Steve Miller, Construction Inspector, at (253) 835-2733. Please call a minimum of three working days in advance of scheduling the pre - construction meeting. The developer's on -site construction superintendent must attend this meeting. Additional items that may be required prior to starting construction or final project approval are as follows: 1. This authorization to proceed does not permit, any work associated with the building or the landscaping. 2. This authorization to proceed does not permit any work that is administered by Lakehaven Water and Sewer District (LWSD). Contact LWSD directly for water and sewer requirements and/or permits. 3. All utility agencies have been notified at least two working days prior to any excavation (Call Before You Dig: 1-800-424-5555). \\cfwfilel\applications\csdc\prod\docs\save\144223_75456.22140916.doc 4. All materials and construction shall conform to the current edition of the City of Federal Way Public Works Development Standards, Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge and Municipal Construction, King County Road Standards, and the King County Surface Water Design Manual. 5. Installation of improvements shall not interfere with any work being performed under a City of Federal Way contract. Rather, it shall be scheduled to prevent any delay or extra cost to a City project. 6. Final Review: Following construction approval of the improvements, and prior to receiving final approval, an "as -built" mylar original (free of stick -on notes and shading), two sets of paper copies, and one CD with CAD file shall be submitted by the applicant's engineer along with any necessary easement or other legal documents. These documents shall be submitted to the Public Works Department prior to final approval. 7. No final inspection will be scheduled and no Certificate of Occupancy issued prior to the completion of the engineering improvements authorized for this project and the acceptance of the as -built submittal by the Public Works Department. If you have any questions or concerns regarding this letter, please call Kevin Peterson, Engineering Plans Reviewer at (253) 835-2734. Sincerely, E.J. Walsh, P.E. Deputy Public Works Director EW/mt cc: Andrew Buchanan, Corstone Contractors, LLC, P.O. Box 2280, Snohomish, WA, 98291 Becky Chapin, Associate Planner Peter Lawrence, Plans Examiner Project File (kp) Day File \\cfwfilel\applications\csdc\prod\docs\save\144223 75456 22140916.doc January 26, 2017 1 1505 WESTLAKE AVE. N. T '522.9510 SUITE 305 F -_.,.5/ 22.8344 1 mm w SEATTLE, WA 98109 WWW.PACLAND.COM Gravity Coffee — Permit #16-105906-00-CO Technical Comment Letter (December 30, 2016) - Responses This comment response letter addresses comments provided from Kevin Peterson, Engineering Plans Reviewer, with the City of Federal Way regarding the Building Permit submittal for the Gravity Coffee kiosk to be located at 33370 Pacific Hwy South in Federal Way, WA. These comments, sent via email on December 30th, 2016 are addressed below. Civil Plans General 1. Add the City Permit number (16-105906-00-CO) to all sheets with a City approval block. Response: The City Permit number has been added to all applicable plan sheets. CV-1.0 1. The drawing index on the Cover Sheet indicates that there's a Sheet C-8.1, but this sheet was not included in the submittal. Please revise the index and eliminate this reference, or include the sheet with your next submittal. Response: The reference to the Sheet C-&l has been removed. Sheet C-3.0 1. Remove the approval block from Sheet C-3.0. Response: Approval block removed. If you have any comments or questions regarding the above responses or the submitted materials, please feel free to contact us at (206) 522-9510. Thank you. Sincerely, Travis Cheshire 1505 Westlake Ave N., Suite 305 Seattle, WA 98109 Office: (206) 522-9510 Fax: (206) 522-8344 www.pacland.com RESUBMITTED JAN 2 G 2017 GITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Travis Cheshire From: Kevin Peterson < Kevin. Peterson@ cityoffed era lway.com> Sent: Friday, December 30, 2016 7:18 AM To: Travis Cheshire Subject: Gravity Coffee Building Permit Follow Up Flag: Flag for follow up Flag Status: Flagged Travis, Just a few minor comments on the Gravity Coffee Building Permit submittal: Add the City Permit number (16-105906-00-CO) to all sheets with a City Approval Block in the lower right-hand corner. (Please remove the Approval Block from Sheet C-3.0 - Utility Plan); The Drawing Index on the Cover sheet indicates that there's a Sheet C-8.1, but this sheet was not included in the submittal. Please revise the index and eliminate this reference, or include the sheet with your next submittal. The index also shows that the ALTA/TOPO Survey Sheets are included in the plan set (which weren't). Unless you hear otherwise from either the Planning or Building Department, I don't think we need those sheets included, especially given that this is likely the 'old' ALTA, before they demo'd the old bank building and other site improvements, prior to starting construction on the Advance Auto Parts store. Unless you prefer it, I didn't plan on sending a formal letter since I had so few comments. Let me know if you have any questions. Thanks Kevin Peterson Engineering Plans Reviewer City of Federal Way 33325 81h Ave S Federal Way, WA 98003 (253)835-2734 RESUBMITTED JAN 2 0 2017 COMMUNITY D Eg1 WAY DEVELOPMENT SW 1/4 SEC 16, T 21 N, R 4 E, W.M. SITE DATA TOTAL GROSS FLOOR AREA +/-480 S.F. TOTAL PROVIDED PARKING 35 STALLS SITE AREA: 0.53 ACRES LAND USE CLASSIFICATION: BC (COMMUNITY BUSINESS) LOCAL JURISDICTION: CITY OF FEDERAL WAY, WA FLOOD ZONE CLASSIFICATION: ZONE X PARCEL NUMBER(S): 797820-0050 BENCHMARK DATA DATUMMTICAL NA EAST QUARTER CORNER OF SECTION 20, T21N, R4E, W.M. (WGS 6876) ELEVATION = 315.73 (CONVERSION TO NGVD29 VERTICAL DATUM IS: 'NAVD88-3.55 FT. _ NGVD29") BASIS OF BEARINGS HORIZONTAL DATUM LA♦J 8319)t NORTH 46'22'40" EAST, AS MEASURED BETWEEN WGS MONUMENTS 6876 AND 6868. LEGAL DESCRIPTION A PORTION OF TRACTS 10 AND 11, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONDEMNED UNDER KING COUNTY SUPERIOR COURT CASE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841 DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 10; THENCE SOUTH 0112'09'WEST, ALONG THE EAST LINE OF SAID TRACTS 10 AND 11 FOR A DISTANCE OF 101.63 FEET; THENCE NORTH 88'47'51"WEST, 115.21 FEET; THENCE SOUTH 4612'09" WEST, 11.08 FEET; THENCE SOUTH 0192'09" WEST, 3.33 FEET; THENCE NORTH 88'47'51" WEST, 151.94 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH (SR99) AS CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841; THENCE NORTH 01'12'09° EAST ALONG SAID EASTERLY MARGIN FOR A DISTANCE OF 115.37 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 10; THENCE SOUTH 8815'39"EAST ALONG SAID NORTH LINE FOR A DISTANCE OF 275.00 FEET TO THE POINT OF BEGINNING. REQUIRED PERMITS AGENCY CONTACTS Kop '..III;Nil COFFEE CO. 33370 PACIFIC HWY S FEDERAL WAY, WASHINGTON 98003 KING COUNTY PROJECT CONTACTS PLANNING DIVISION CIVIL ENGINEER CITY OF FEDERAL WAY PACLAND COMMUNITY DEVELOPMENT DEPARTMENT 1505 WESTLAKE AVE. N., SUITE 305 33325 8TH AVE S SEATTLE, WA 98109 FEDERAL WAY, WA 98003 (206) 522-9510 (253) 835-2644 CONTACT: SEAN MALLON, P.E. TRAMS CHESHIRE BUILDING DEPARTMENT ARCHITECT [SEPARA7 PLAN�� CITY OF FEDERAL WAY JAMES GUERRERO ARCHITECTS, INC. COMMUNITY DEVELOPMENT DEPARTMENT 11150 GRAVELLY LAKE DRIVE SW 33325 8TH AVE S LAKEWOOD, WA 98499 FEDERAL WAY, WA 98003 (253) 581-6000 (253) 835-2621 CONTACT: JAMES GUERRERO GEOTECHNICAL ENGINEER PUBIJC WORKS DEPARTMENT THE RILEY GROUP, INC. CITY OF FEDERAL WAY 17522 BOTHELL WAY NORTHEAST PUBLIC WORKS DEVELOPMENT SERVICES DEPARTMENT BOTHELI, WASHINGTON 98011 33325 BTH AVE S (425) 415-2551 FEDERAL WAY, WA 98003 CONTACT: KRISTINA WELLER, PE (253) 835-2734 PUBLIC WORKS TR6W& VOS10N CITY OF FEDERAL WAY PUBLIC WORKS DEVELOPMENT SERVICES DEPARTMENT 33325 BTH AVE S FEDERAL WAY, WA 98003 (253) 835-2744 PERMIT REQUIRED ISSUING JURISDICTION SUBMITTAL DATE PROJECTED PERMIT DATE ACTUAL PERMIT DATE BUILDING/SITE DEV. PERMIT CITY OF FEDERAL WAY 11/15/16 NOTES: OWNER/DEVELOPER CADENCE CAPITAL DEVELOPMENT, LLC 4580 KLAHANIE DRIVE SE #402 ISSAQUAH, WA 98029 (425) 270-9782 CONTACT: JEFF PARKER SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 CONTACT: OWEN B. HILE, RLS 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT DOT SPECIFICATIONS, AND LOCAL AGENCY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED OCTOBER 13, 2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS, INCLUDING ANY UTILITIES THAT WERE NON -LOCATABLE AND/OR UNMARKED, SUCH AS PVC, CLAY, HOPE, OR CONCRETE, PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3 CAUTIQU - NOTICE TO 09TRACT THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS U11UTY 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 APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THIS MAY INCLUDE POTHOUNG, SCOPHNG, OR GRAVITY PENETRATING RADAR (GPR) AT THE CONTRACTOR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTIUTY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERMC S. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE NTH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 11As s bi ��xr .tr I(uln Know whaYs below. Call before you dlg. VICINITY MAP N SCALE: NTS DRAWING INDEX am CV-1.0 COVER SHEET 1 OF 2 ALTA/TOPOGRAPHIC SURVEY 2 OF 2 ALTA/TOPOGRAPHIC SURVEY C-1.0 SITE PLAN C-2.0 GRADING PLAN C-2.1 DRAINAGE PLAN C-3.0 UTILITY PLAN C-5.0 SANITARY SEWER DETAILS C-6.0 STORM DRAINAGE DETAILS C-7.0 WATER DETAILS C-8.0 PAVING DETAILS L-1 LANDSCAPE PLAN L-2 IRRIGATION PLAN ARCHITECTURAL: A1.0 FLOOR AND ELECTRICAL PLANS AND DETAILS A2.0 ROOF PLAN AND DETAILS A3.0 EXTERIOR, EVALUATIONS, BUILDING AND WALL SECTIONS A4.0 EQUIPMENT LAYOUT AND SCHEDULE STRUCTURAL S1.1 STRUCTURAL NOTES AND DETAILS S2.0 FOUNDATION AND ROOF FRAMING PLANS PERMIT NO. 17-100869-00-EN DatE� •? A7 y ISSUE DAM 1/4/2017 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 PROJECT NO Seattle, WA 98109 www.PAcL-mcox 10-513-004 i;EGETVELD FE9 27 2017 CRY OF FEDFOLWAY Cos CV-1.0 REVISIONS DESCRIPTION DATE SITE VICINITY MAP ALTA/ACSM LAND TITLE SURVEY A PORTION OF THE SWY4 OF THE SWY4 OF SEC. 16, TWP. 21 NORTH, RGE. 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY WASHINGTON LEGAL DESCRIPTION: RESERVATIONS AND EXCEPTIONS: (PER CItt AGO TITLE COMPANY OF WASFNMdON'S COMMITMENT NO. (PER CHICAGO TITLE COWAAIY OF WASHINGTON'S CWMITMENT NO. 0050492-00 DATED SEPTEMBER 11, 2015 AT 8:OOAM.) DRyO492-06 DATED SEPTEMBER 11, 2015 AT 8:ODI TRACTS 10 11. AND 12, STATEPLAT IN SECRAV 16, TOWNSHIP 21 1. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE 1RORTRI, RANGE 4 EAuT, W4lAME1TE IIERIOIAN, ACCOROINC TO THE PLAT GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, THEREOF. REGUROM IN VOLVRff 4; O' PIAM PAGES 30 THROUGH 32. "CRALB. FOSSILS, ETC.. AND THE RIGHT OF ENTRY FOR OPEf1W0. INCLUSIVE, IN KING COUNTY, WASHINGTON; OEVADPINC AND WIQRKX0 THE SAME AND PRW,DING 1T4A{ 511CIR GHTS SHALL NOT BE EXERCISED UNTIL PROVIWN HAS BEN MADE FOR FULL EXCEPT THAT PORTION THEREOF CONOEMIED UNDER KING COUNTY PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY SUPERIOR COURT CAUSE NUMBER 02-2-19488-STINT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 2DO30710001841; GRANTOR: STATE OF WAS RECORDING NO: 3778561 (NO PLUTTABLE EASEMENTS) AND RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION. TO ACQUIRE RIGHTS OF WAY FOR PRIVATE EXCEPT THAT PORTION OF TRACT 12 CONVEYED TO THE CITY OF FEDERAL AAIM431 SKID ROAM FLUMES, CANALS. WATER COURSES OR OTHER WAY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING EASiA1GIVTB FOR TROPSPORCiHG ANO MOVING TIMBER, STONE, MINERALS NUMBER 9904202477. AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 11 2, EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, MINERALS. :OSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVET.OP01C AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY GRANTOR: STATE OF WASHINGTON RECORDING NO.: 3778562 (NO PLOTTABIE EASEMENTS) RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPEDiS,ATTDN, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RARPOADS. SM I.S.RpR.UMES. CANALS, WAFIi COURSES OR Oif1ER ERSfAti7iS FOR TRA1$PORTOIG AND MOYtW TIMBER, STONE. MANERILLS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 10 3. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, MINERALS, F0S$AS, ETC., AND THE RIGHT OF ENNO' FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROL40IN0 TINT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY GRANTOR: STATE OF WASHINGTON RECORDING NO.: 4403835 (NO PLOTTABLE EASEMENTS) RIGHTAYOF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RNLRLNDS. SKID ROADS. FLUMES, CANALS, WATER COURSES OR OTHER TASEMENTS FOR 11pA,Y$PORTING AND MOVDG TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 12 A. C77VED1AJTTS, COwDITKWS RESTRICTIONS, MITAS; R£`E.. AVAYIONS. EASEMENM EASEVENT PRWISIDHS, DEDICATIONS. BLXW9 SETBACK LINES, NOTES. STATEMENTS, AND OTHER MATTERS. IF ANY. BUT OMITTING ANY COREAgn OR RESTRICTIONS. IF ANY, INCLUDING BUT NOT LIMBED TO THOSE BASED UPON RACE, COLOR. RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STAM NNWTA. STATUES. OCABHDY, HANOICC NATIONAL GRIM, ANCESTRY, OR SOURCE OF INCOME. AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAIJERE MERIDIAN: RECORDED N: VOLUME 41 OF PLATS, PAGES 3D THROUGH 32 (NO PLOTfABLE EASEMENTS) 5. EASEIf(7RT(B) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOC1IM04: GRANTED TO: PUGET SOUND ENERGY, INC. PURPOSE: UTILITY SYSTEMS FOR ELECTRICITY RECORDING DATE: JULY 1. 2004 RECORDING NO.: 20040701000605 AFFECTS: WESTERLY PORTION OF SAID PREMISES (SHOWN) 6-27 FINANCIAL AND OTHER MATTERS BEYOND THE SCOPE OF AN ALTA SURVEY. PLEASE REFER TO THE REFERENCED TITLE REPORT FOR PARTICULARS. � 3 C 3 cn a z LU co x _-w $ H O 0 Y HORIZONTAL DATUM: NAD83/91 H 3 = NORTH 46'22'40" EAST, AS MEASURED SMYEEN WGS MONUMENTS 5076 AND 6858. z VERTICAL DATUM: NAVD88 J 2 O 3 z BENCHMARK: N Q EAST QUARTER CORNER OF SECTION 20. T21N, R4E, W.M. (WGS 6B76) ELEV.=315.73 US FEET (NAVDBB) U O W PROCEDURE / NARRATIVE: - EL 3 W A FIELD TRAVERSE USING A TQPCOA !'S. TRIMBLE $4 AM A TOPCON $ O li- (L GR-5 SUPPLEMENTED WITH f1ELO NOTES, WAS PERFORMED. ESTABLISHING THE ANGULAR. VERTICAL AND QISTA:CE RETATIONSIRIPS THE d (o u_ B`.,FW6%11 THE Mp161ULN15, PROPERTY LINES AND 1MPRDYETREDRIS R¢TILTIHG CJITA MEEi5 OR EXCEE06 THE STANDARD$ FOR 1JW0 = J O O BWNDYRV SURVEYS AS SET FORTH IN WAC 332-130-090, E S Q W >. ORIGINAL FIEELD SURVV URVYBBy BARGHAUSEN CONSULTING ENGINEERS, INC. Q V% U CONDUCTED IN OCTOBER, 2015. m TAX ACCOUNT NUMBERS: F 797020-0050 AND 797020-DO60 - o CALCULATED GROSS LAND AREA 79,4753 SQUARE FEET (1.8243 ACRES) SITE ADDRESSES: V N 1804 S. 336TH STREET, FEDERAL WAY WA 98003 O 33370 PACIFIC HIGHWAY S.. FEDERAL WAY WA 98003 J o) FLOOD ZONE INFORMATION: O O MIGNAW R OF THE FLODO ZONE 1S SCALED PER FEMA-FlF✓ik MAP' NUMBER N033CIZSD F. PANEL 1250 OF 1725, LAST REVYSEO WRY 16. z Z 00 1g95 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER 1YEBSITE CD (http://mscfemmgm) ON OCTOBER 7, 2015 2 W 1. ZONE X AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPWN (NO SHADING) a N 0 ce 3 ZONING CLASSIFICATION: COMMUNITY BUSINESS (BC) W THE SDWM PROPERTY 15 CES14:TATEO AS LYRRO WITHIN THE 7 EL COMWNa DU50✓1•.SS ZONE. AS SKOWY ON THE CITY OF FEDERAL WAY OFFIGIAL ZWN6 MAP. SE1HAiKS ARE DEP&HOA4T ON USE TYPE. DATA 0 Q a IS SHOWN FOR GENERAL RETAIL SALES AND/OR BANKING ESTABLISHMENTS, OTHER USES MAY HAVE DIFFERENT REQUIRED = l Lu v SETBACKS V J 0 FEET Z i SIDE 0 FEET _ 0Er W N MAX. BLDG HEIGHT 35�FEET Q G PLEASE CONSULT THE FEDERAL WAY REVISED CODE (CH 19) FOR 0 .� ADDITIONAL REQUIREMENTS AND/OR RESTR1I:TIDNS THAT MAY AFFECT THIS SITE. (ZONING CLASSFHW10N NOT PROADEO BY INSURER) PARKING: O LL REQUIREMENTS: 1 STALL PER 300 S.F. GROSS FLOOR AREA EXISTING PARKING PROVIDED 34 REGULAR STALLS 1 BARRIER FREE STALLS 35 TOTAL PARKING STALLS SURVEYOR'S NOTES: I, VMDERGROUND UTLrfIES AND FEATURES OEPCTEO HEREON ARE BASED ON FIELD OBSERVATION. MA IGB, DEVELURMENT PLANS, ANO/0R AVALAM RECORD DOCUMENTS ONLY, THE TRUE LOCATION. NATURE AND/OR EnSTEmuZ OF BELAY+ GROUND FEATURES, DETECTED OR OOETtCTED. SHOULD BE VERIFMD, 2. ALL DISTANCES ARE IN US FEET 3. THERE WAS NO OBSERVED LVK"W OF EARTH MOVING WORK, BUILDING GONSTRUCDDN OR BU LOM APO(RONS NOTED AT THE TIME OF Y THE FIELD SURVEY. s 4. THERE WAS NO OBSERVED V409NCE OF SITE USE AS A SOLID WASTE 3 DUMP, SUMP OR SANRARY LANOFDA AT THE TIME OF THE FIELD SURVEY. 5. NO WETLAND AREAS WERE DEUNFATED BY APPROPRIATE AUTHORITIES a AS THE TIME OF THE FIELD SURVEY. ` $ 2 s 6. TH511RL' WERE NO OFFSITE EASEMENTS BENEFITING THE SUBJECT 2 < PFiQPERRY PROVIDED TO THE SURVEYOR AT THE TIME OF THE FIELD SURVEY. 7, MAY 4, 2015 REVISIONS/ADDITIONS DID NOT INCLUDE UPDATING TO z 2016 ALTA/NSPS STANDARDS N a N w > M N N p W z T 00 K W N Q I I z 3 N N wz RECEIVE,) .2 FE8 27 2OJ7 �N All, Tp yCADENCE OEVIEUG UENT�G AND CHICAGO TRLE INSURANCE COMPANY: �YOFX c94L WAY A a Q TP35 IS To CERTIFY THAT THIS OR PLAT AM THE SURVEY OH WHICH IT IS BASED WERE M*E IN ACCORDANCE WLTR THE THE 2071 MINIMUM STANDARD DETAILIREOUKIEUENTS FAN ALTA/A[SM LAND TITLE SURVEYS. JOINTLY ESTASU$ ARQ ADOPTED BY ALTA AND HSPS AM WN LUiISS OEM$ 2, 14. S. Y.(R). 7(n). 7(0)(1), 7(c). !, U. 11(E). 13. 14. 16, 10, 2C(a), 21 (57,000,000) AND 22 OF'A A THEREOF. B. THE FIELD WORK WAS COMPLETED OH OCTOBER 2015. V DATE OF PLAT OR MAP: MAY 4, 2016. v �4'lF400 AS E 5/4/2016 L R18 IMU aa.Ta 514WIS ai s OWEN B I11LLE, PLS WASHW6IYRI REGTST3RATON NO. 40016 ALTA/ACSM LAND TITLE SURVEY O 3 3 41 a ]WWp A PORTION OF THE SWY4 OF THE SWY4 W 3 c r r OF SEC. 16, TWP. 21 NORTH, RGE. 4 EAST, W.M. �' a of W W W O CITY OF FEDERAL WAY, KING COUNTY WASHINGTON F e U 1' 1m 2 i ��o o %I / }T620•� S CHMNUNK fENCC I 7 pM a y- 3 _ C E SEWER 114RIOlf I4DIWIIVlQ L 1p Of NORTH I 161N ffi y RIM . J50.92 I y1q, J1fN" S 8• wC 5 . 346.04 , `'' F6'�` 1P1AN0 a9' WEST OF CORNER I e �T. '1°• SITE s wcE,3a7.D7 I Ir"'D DFu+. -----� -'--- -- 3 co W i +I �. 'r. La67eK0 I _ f Z Q 1 rf: 11 x : 11 I NI1Mz4R] I I I Q W o 3 4•N EO-NG I I I o J S Z r 11 BUILDING _ -- r ------ �'''L sacls7si r7s9e' �� - - - `LI�.A -'ran•-;c-+x�... qtr- .. 1 1ai 2 r2 LL N .. - .. - - -- •--- �+r CATCH stow T 1r CONC N - 35T,43 I I CMY rw Ir pwN i14f .-" • -�•m-, _• a-..--.auw,..-_ - �� ) i \ W L war. wasre+aror� Ir CONG S - 3;1wD �r r „' w -' -14 . » -,"Lr I Q Z a If CONC FINE - 351.63 _ MOOD FENCE Oli 5 VICINITY MAP x�,, 6._ 0ODt a -q . Lu O H W .>t `� 1.4' WEST OF CORNER { Q I • i ~ • • I . •:7D- . r ' rr�W�4�52MR�a-pOAP,p�sLf TIFUaT 0 0 ' CATLH 6A9W I tt I _ • -- r I N EWM- (. W gIICD% _ Q CL V 0 ] RIM = ]Sy.95 i 2.d y- Lr n y}3 3 T, EL 12 CONC S = ]51.99 •. R , 1rYra • ;,.i rr I •�j 4• PVC E - 35269 ) `r I W43p W eaF. w4 j a �- 3 ! fur I r. Wµ - s76Se r _ U j ' I L._.1„-ar °a �mr_ s • ca 353 49 i € 11 Y cnra I3Aapi ,-:` NNE THRU pG RIM „ i I : - .. i ,ELLERS LOT 10 r �'- I8• CONC N - 350L.39 1 1 Ir I" I�- o�a I • i.r I { ,, J I " _ r.t. E { J.._ rNo , eaMs Dat j _ 1 art 1] Yr D4 •LOF 1 I a • •I �o 21T5� ira': _"".'. ucHrl `"-=»------ -----�---' Lv � DN, 1! U N I W � r '+ rFT1[ R 3SIRB STRGTAVE S. J CIS I ° _.. I T. ! r- +Hc w /2/15) J N �M z z = I O SC90A--L• E2: 0 "••W W 05116 JRDING A. eF- a 7-��------O0' '1a2-__S. sAm -----_-_. LL M7N HORIZONTAL DATUM: NAD83/91 MONUMENTS 6876 W NORTH 46'22'40" EAST, AS MEASURED BETWEEN WGS QQ: AND 6868. I .I i EH0. SL,19[ G0, -• r ... I APN 129 W >` r tiE S Z Q VERTICAL DATUM: NAVD88 CFJ I j o I:I r f Ate_ S 0 Q BENCHMARK: i -i 1 4 1\ luj acATED1 •.�L + �• _ I I I I BU DING I U J EAST QUARTER CORNER OF SECTION 20, T21N, R4E, W.M. (WGS 6876) �%I I I �'� ' r. 3' g " I z Q ELEV-315.73 US FEET (NAVD88) 1L ��' I ,r I » 1,• � E el T 11'-- -- -- I� qi ; Y (CdNVEnION TO NCVD29 VERTICAL DATUM IS: V J� W I i • •�•. �w�//' • : 03 "llAVE106-3.55 FT. = NGVD29) Q I Tsy , =` p = C,19 • w' �. +IF'm RAP I f ., --- ----------------- W Q u FROCEDURE / NARRATNE � + I 1 , � ° _ e � �A -I r er: I - I i i n� q�n dr I.ma4r . x U A FIE iHAYEI95E VSRCF' A YO9COH PS, 7R151°EE $6 AND A TOrAL'DN I • - u-a 1.1_ x �...-_w_ I a ` '• GR-S 51JPPLEI.IENtEO AYIEM4 F1EL0 fEOTES, W]4 P4TBFORtAEO. ,SICM . >C rt T3 a ..ar i5Tr9USNli(G THE ANGULW- VEi6FlrJ11 Aft6 ENSbe4CE REUT901rSHl°a ° "f r �/ ... { W I �FBICf i .. = LL BOWEEN THE MONUNEMt+. pAOPEIi'T'[ UNES AHD M,PROV£sEENTS- iNE 1 �• ,�.+�• I RESULTING phTA ACEETS OR O]OCE SHE STPHDkiDS FOR LH1D = ' I r a S?+LCY'�'.r Nr� ^ � CDP ~ =UiDARr SURVEYS AS SBT FORM 01 WAO 3u-130-om STORM Nalrpl[ w• I� �100' I--�10' WIDE U52. PCS1i PER FLAT OF � • � . •- 4_ r-' � x W I .rr Y I W(EINVEH VOLW1L 52, PGS. 83-64 N DATES OF SURVEYS: 12 CONIC N = ]so.se M6cn' II 'r+� ORIGINAL FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. 4• PVC NNE = J50-86 { V I I I y'� fI .T I Imo• "Yf CONDUCTED IN OCTOBER, 2015. 12' CONC E = 347.4'I I ` f �w -,I ^^,�-'-•z i 45144o-'�a (NNE 8 E ENDS NOT FOUND 4 ',. ° it ` 1v I� -•w L" NOTE:1a�i+s shy 3 m o 8 FOR TITLE INFORMATION SEE SHEET 1 OF 2 ANN T'II I �JS Ip' Sr♦C' �14 •� •� yc i-• ,,.. y3yTT • r. W7. `"' " �, 1"LOT I .,.• kY I FfP=� �i%a if �y�� q LIGHT W I �.., SerlrsWE 71CH6 a I 12 i �EHpVO _ + Y PLAT OF pG5. 6j-$4 VOL. 53, 6 8 eAt[N > R,11 361.71 I "- I STORM W1H,10LE 8•' 1 a P [ JI ■ en.ic r•� RIM r I 18' N •• CONC D4F.76 )n' i T w. 1 B'fOI1Ca-74D.5a . I P@1l IO! ) CONCN=34T ]/ 1 •'•• --- ------ -- - - - - -_-_-_ 8' CONC NW = 31706 , 1� : r I f1 I' iii 15' CONC SSE = 3.M$1 I r M ELECTRICAL pSEAIEt° 1 I A I I E UNK o 0 x w F L'ER RM NO. fDw67D,e6H6s LOT 12 a1 0' •I ,w (WEST Y OF flrASFw m¢oxm �' 2 ZU RfIC -- 3 029 1 a i41a4 , 'r - I O - LEGEND 6' CONC N- 345.84 a i w W 10• CONC S - Jaaa1 ` {f ,v,.,_�_, d-" { NPH 412 w B SURVEY MONVADIT (AS NOTED) PEA 'DWYIL - - - - -- I ll ras � x z - '¢ ¢ g(n : yka, ,61H ,y 9b0� r Z W © POWER vwu sEcnoN CORNER (As NOTED) � � u' ' + aq. w ► • •• -„, I , Wr+• w cN i TDiPHONE VALLT r...r �• ww O FND. SUM MARIO (Ai NOTED) STORM aMEtlLE p467 O pp1EA yN ('AWN BASIN WATER vwLT 6Wt7 f Ilyf{, \ 4A•17i 4]/ W ¢ DO N 1- 2 ¢ E 19 DA S - 31A95 W N,Dpp,T rx �8•uDl SW •0 Ma40 { ( C1i4N 1l11% Fp,C[ Z m t0 00 �--�x STREET LIGHT ASPHALT ,a• Otw N a 34a6E F' ti p/I' WIRE F 3.5� IXST or IArE ^lkv� I IA In (2 U 5-0 LOT UG i YAR_ mRD>f:C ..,e- ,.;E6WIa'!9 21eAd'FORM `0 O POWER KERN -36ar• SIL+1 eJCN 1A �, ROLL Pp1,E _ Y a U 7 o POWER POLE 1 CRAWL • _ a f� PEOESIRVN PUSH BIRiON SANRARY SEWER LINE I �� - 1 TiL -'• -» 09 .RN000N Bar (ae%) -SD-.- SIOMI DRNNA6E LINE I i 1 I I 1••. r '! �._ § .,. �.� a O 1EILPHONENANHOLE(TNH) -'- CNNNUNKfENCE r H 4 � '.! ,.-.-:a�-.--.-_:-:-._.--r�.wr ..y.-..�.-.-;-.�-:- W,,: ...x • ' .-t . 'a » fir `-' b• �s-..-.,:r_.-r-.� 1=EB2:IDII �`, &-gF ❑ CATCH BASIN (CB) -//- WOOD FOICE- 0 sm WNHM(SOMN) -^- sa FM ; ' 4� I a-.�•-.�.-. { 5i S = rnVo� n , 1.w LLwAr t u I W �r -r�.=� �• r I 0 umm �, MWawlc �� CU/AD PAL / RAND RAIL 17 I - _ •,y. r u S98DRT SEWER CLEAROUT MCI) -W - WATER VIA PNNILLVd6 xi 11 - - i 1 • - .--R►M-..�.. -+-�= �.i.t5 ~ • -• ` '� - I - - •• +V14, ® GAS METER (GM) -G - CAS YW PANROAKS 9mV WN4pAf 1 sacl ' I41'atr - a.a 1�_ ■ 111aaa b e� DQ GAS VALVE -t� 1L1JP10l WL IWWWCNa6 2 r 14M ' 1y ryQpT �1rry CT - � y �-��-Y�-r �B CON . M WATER VALVE ('WV)-P(UG)- POWER M PWNTIMRK6 6. 91c r . ]i0}7 SOUTH I H 336 I H ,5' 1 1"lEC i • r• (sw COW. 6LG. 16) r Ttic •L - 54axa STORY rv:"cle j]�p{ soWaWW.L [�7 l 1>d FIRE COINECTI( (FPSP) _• , WOBEAD POWER LINES FND Ap/t2• YTW EV r r (PUAFC "W.Or-wo 5 ww • tl R.w + }if..� NWi �: 31C37 . .. ST�y yypgl[ LSIOtd kYd✓JLS A vEHrDRAW (roD> No6Wc tN CA9f - --A.-.�. ,, _.-.-„ CcrrN, s1RVLrwrc CDNIID sTRLcnNx m,1. sun rm . ]Sae7 /.' IR64 DWA N N O WATER LLANHOLF (WMN) ON. 1,75' IN INT% r n �- a' FNC E - .72a.31 M 15 CCHC IN r'Y3a4a Ir CD14 E • a36.a3 12'. CONC f - 3J5.1 A I •;' CTNIC E r 37510 Wr/YLAN01j IN CONC IN CASE, ® WATER YETFR (WY) CONIFEROUS TREE W/ORPLINE S. JJ6rH STREET AND 5MR „A-Ro B' D.I. W - 335.29 pQ IRRICATKIN VALVE (IRR) PACIDC HIGHWAY S. B' D.1. S - 729.09 e• D9. e - 7D6.54 17' Dt Nxr • D76.r2 12' carc WI - J75.29 M I CONC W • 33510 DAL 7.C6• WI CON' eTTW E co > :S.IRE �` BIM 0.1 - 329.09 R Top R63WIA9 = ' lr 1fL NW . >JaJGb 1$' CDNC S - 33510 a. 3JCr1 STREET AND (VISITED ON 10/2/IS) RIM . 34a it GATE YAMF _ ?f6A4 TO. MMLOW' _ Sf7,6T R 76JIC EWG S. D LINMAx%D) VALVE 1 MOM TREE W/DRIPUNE I ELBOW 111J// TOP t2' I.P. N [Na ) GPE IWLYE 33+33 (Y>91(C ON 10/2/15) 4 - N Ui b SIGN E+W - 319.H4 _ NOTE NOT ALL STUM 101.1 A%41 IN RC IWIWI14 SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITCNS PRIOR TO BIDUNG THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. EAU - THE CONTRACTOR IS SPEGIRCALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, 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 APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATON TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFUCT WITH THE PROPM IMPROVEMENTS ON THE PLANS +A CONTRACTOR SHALL REFER TO AitCMCTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESIIBULE, SUED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS. PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. REFER TO BOUNDARY SURVEY FOR DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 8. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. 9. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL YAJRX SHALL BE IN ACCORDANCE WITH GOVERNWG AUTHORITIES SPECIFICATIONS AND SHALL BE APPROnr BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 12. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. CITY OF FEDERAL WAY GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPUCABLE ORDINANCES, AND THE CITY COUNCIL CCNDTIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROM. BIWOE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROM 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 RENEWED 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 APPLICANTS 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 SHALL BE LIMITED AS PER FWRC (SECTION 19.105,040); NORMALLY THIS IS 7:00 AM TO 8:00 PM, MONDAY THROUGH FRIDAY, AND 9'.00 AM TO &OD PM ON SATURDAYS. 7. IT SHALL BE THE APPUCAHT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF --SITE WORK WTHIN THE ROAD BIGHT -OF -WAY. B. 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 CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. SITE KEY O TRASi ENCLOSURE, SEE ARCH. PLAN FOR DETAILS. V CONCRETE 9MRIER CURB (TYP.). © CDNM-% SOEWALK (PRIVATE). Op SINGLE DIRECTION CURB RAMP. @ STAMPED 0NCRETE PAVEMENT. Q MENU/ORDER BOARD, SEE ARCH. PLANS FOR DETAILS. © MODIFY CONCRETE BARRIER CURB TO BE 12' WIDE BY 16" DEEP ADJACENT TO BUILDING. c-s 0 LEGEND PROPERTY LINE — — — — ELEC. EASEMENT j STD. DUTY PAVEMENT �aa IIr CONCRETE PAVEMENT CONCRETE SIDEWALK a0 , STAMPED CONCRETE PAVEMENT 40 ! ® PLAZA AREA 1 0 r LANDSCAPING (SEE LANDSCAPE PLANS FOR DETAILS) CONCRETE BARRIER CURB c�s. ® NUMBER OF PARKING STALLS PER ROW II SITE DATA ZONING: COMMUNITY BUSINESS (BC) I PARCEL NO.: 79782G-0050 EXISTING USE: COMMERCIAL VACANT PROPOSED USE: FAST FOOD RESTAURANT (COFFEE) SITE AREA: 797820-0050 = 0.69 AC WATER DISTRICT: LAKEHAVEN UTILITY DISTRICT BUILDING DATA BUILDING AREA = ±480 SF CGNSTRUCT10N TYPE = V-B OCCUPANCY TYPE = B I PARKING DATA REQUIRED PARKING - COMMUNITY BUSINESS ZONE REQUIRED PARKING PER CITY OF FEDERAL WAY CODE SECTION 19.220.010 RETAIL = 1 STALL / 300 SF (MIN.) FAST FOOD REST. = 1 STALL / 80 SF (MIN.) RETAIL (ADVANCE AUTO PARTS) APPUCABLE BUILDING AREA = 6,912 SF FAST FOOD RESTAURANT (GRAVITY COFFEE) APPUCABLE BUILDING AREA = 480 SF TOTAL STALLS REQUIRED = 30 STALLS PARKING PROVIDED STANDARD STALLS = 33 STALLS y�s_S,rALLs = � sr u i TOTAL STALLS = 35 STALLS SETBACKS BUILDING FRONT = 0' INTERIOR/SIDE - 0' REAR = 20' MAX. BLDG HEIGHT 36 WEST = 5' NORTH = 5' (TYPE III) SOUTH = 0' EAST = 15' (TYPE 1) GRAPHIC SCALE 20 210 a0 sD ( IN FEE ) 1 inch = 20 iL fd/RO — p ACCESS i J 1 co s s a , V LL r U IL r 1 r � r � EX TRANSIT STOP- , 1 , 1 r c 1 . O 049.2& O O EXUnNG SIGNAL SW 1/4 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON sm5'39•E 27&W!-s=.r—�,-.'i _ - ' ... _ • 1 �.. .... .�.F all g z GRAVFfYC �7= 24' BEF PATIO^ j ).�.�.�.:.' •; ,'. -� ? O C f300 SIF fj B I��'`i.al�-�,�� � � NICQ+SI •115.2t'�r. ti•�•• �1 WA -UP WpRE)OW rl �`Ir ai6l SW4751'E 151.94 • 'r SMYW 9 11 V TYPE II LANDSCAPE SCREEN - _ �T ADVANCE AUTO PARTS � 6,!912 8F 10 F.F.E. - 357.00 o ..�. . z' 6 _ _ . c� • AAP E CLU9VE PARKING yV - _, . - • • • • j . Q 10 STALLS) '* • . . . . . . . - � • I 24' X - _ _ `,a N mlA_+. A r. i •y 5119'I5'37'E 20.M' .....,��• . i•} - r�r .:.:� •.{ EX. HYDRANT FULL _ - - - -SOUTH 336TH STREET- - - - - - ACCESS (PUBLIC FMH1T-0r--WAY) RECEIVED � o FEB 2 7 2017 cmorFEDERALWAY Know what'sbelOW. CDS Call before you dig. a �CHAE 4 y� �''�` GRAVITY COFFEE ► SITE PLAN 33370 PACIFIC HWY S. C-1•0 Im , SSOSWestlakeAve.N. T(206)522-9510 FEDERAL WAY, WA 98003 bra x: rf Suke 305 F (205) 522-8344 Seattle, WA 98109 xxw.P�cUxo.mn (%I -Nn.'-Dare ReVWon DeSC�z -, DY WK*Da* SIAMo,/D4/20,7 TAC PERMIT CIIIAC SP Pr*Cthiar. YAMI0-518-(HIV GRADING NOTES LEGEND SW 114 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 1. THE DESIGN SHOW IS BASED UPON THE ENGINEERS UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. 2. CADi10N - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT 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 BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES. EXISTING SITE UTILITIES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3HAV OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE NTH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 12. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. BASIS OF BEARINGS HORIZONTAL DATUM (NAD 83I9T); NORTH 46.22'40" EAST, AS MEASURED BETWEEN WGS MONUMENTS 6876 AND 6868. BENCHMARK DATA VERTICAL DATUM (NAZ 58): EAST QUARTER CORNER OF SECTION 20, T21N, R4E, W.M. (WGS 6876) ELEVATION = 315.73 (CONVERSION TO NGVD29 VERTICAL DATUM IS: "NAVD88-3.55 FT. = NGVD29") AREA CALCULATIONS EXISTING IMPERVIOUS AREA = 0.98 AC EXISTING PERVIOUS AREA = 0.84 AC PROPOSED IMPERVIOUS AREA = 0-97 AC PROPOSED PERVOUS AREA _ 0.B5 AC u GRAPHIC SCALE zo o to 20 4G so 0 ( IN FEET ) 1 inch = 20 ft PROPERTY LINE EX. CONTOUR PROPOSED CONTOUR SPOT ELEVATION TC: TOP OF CURB TP: TOP OF PAVEMENT FL FLOWLINE FG: FINISHED GRADE FINISHED FLOOR ELEVATION BARRIER CURB EXISTING STORM DRAIN SYSTEM GRADE BREAK SAWCUT E No. Date BY. -- Revision Descriphon Dromd Wr- losw Dols --- — _..m 01/04/2017 d DMYM � PERMIT y SMM 10-518-D04 FFE 5 e — C_li9 ®G A 4 ,o1, tl'`F" $'vim 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 52.2-0344 Seattle, WA 98109 -PI .... s-- r— — -- "SOUTH 8 EET RECEIVED ! PERMIT NO. 17-100869-00—EN FE3 R 7 2017 CPfY OF FEDERALWAY cos gnow whairs below. R Call before you dig. pgTE 41 GRAVITY COFFEE GRADING PLAN 33370 PACIFIC HWY S. C-2.0 FEDERAL WAY, WA 98003 1. 2. 3. 4. 5. 6. 7. B. A. B. C. D. E. F. CITY OF FEDERAL WAY DRAINAGE NOTES GROUNDWATER SYSTEM CONSTRUCTION SHALL BE V411M A RIGHT--OF-WAY OR APPROPRIATE ORAiNAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDGT/APWA STANDARD SPECIFICATIONS, PROOF OF UABIUTY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-023(T). THIS SHALL INCLUDE LEVELING AND COMPACDNG THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASF STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT J1 OR BETTER INSIDE AND OUTSIDE. ALL DRAINAGE STRUCTURES. SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2. 4-3. 4-4. OR 4-5. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS, AND "ALES, WHERE RECUIRED. MUST BE OF SCIM WRY ROCK. RACED TO A OEM OF ONE FOOT AND MUST MEET THE FOLLOWING 4"-B" ROCK/40%-70% PASSING: Y--4' ROCK/W%-40% PASSING; AND -2' ROCK/=-= PASSING. INSTALLATION 91ALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB-007S), STUB -OUTS SHALL CONFORM TO THE FOLLOWING: EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATLON ON THE LOT, So AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAIN$ O KWAY5, YARD DRAM AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR TtW NNTENDED USE EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORUWATER CONVEYANCE SYSTEM OR OT AN APPROVED OUTFALL LOCATION. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2X4 STAKE MARKED "STORM'. THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. DRAINAGE EASEMENTS ARE REWIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RE5PON58LE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, OAS, TELEPHONE, TELEVISION). ALL INOMDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEWED OUT TO REMOVE ALL SILT AND DEBRIS.. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE DUCTILE IRON CLASS 52 PIPF, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED WITH A NON -SHRINKING MORTAR TO ASSURE CONNECTION AT STRLICTWIE IS WATERTIGHT. 7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL RAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHAD. BE 6' ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER'. B. CONTRACTOR SHAD. CONFIRM STRUCTURE CONSfRUCTABIUTY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. GRAPHIC SCALE 20 0 10 20 40 &D ( IN FEET ) 1 Inch = 20 tL CONSTRUCTION NOTES Q CONNECT TO BUILDING ROOF DRAIN LEADER, IE=354.00 (TYPICAL). Q CONNECT TO BUILDING FOOTING DRAIN, IE=355.00. © CONNECT TO EXISTING STORM STRUCTURE WITH A WATERTIGHT CONNECTION USING NON -SHRINKING MORTAR. Q INT5AU. 2C HYLOPLAST DRAIN BASIN WITH 24" SOLID LID AND LOCKING MECHANISM CONNECTIONS TO GRAIN BASIN SHALL BE MADE WITH INSERTA TEE* LEGEND PROPERTY LINE !^ EX. CONTOUR PROPOSED CONTOUR BARRIER CURB EXISTING STORM DRAIN SYSTEM © ❑ SAWCUT ------------ - ROOF DRAIN LEADER RBk STORM DRAIN CLEANOUT (SDCO) NYLOPLAST DRAIN BASIN STRUCTURE SCHEDULE IE.ADJUST TO GRADE 353.56 LPoM ADJUST TO GRADE 35339 ,ADJUST TO GRADE 353.20 ADJUST TO GRADE 352.77 357.45 351.40 PIPE SCHEDULE DIAMETER L NM FT. SLOPE (FT./TT. 4" 12' 0.037 J 4" 34' 0.010 4" 12' 0.051 4" 36.5' 0010 4" 16' 0.050 ® 4" 16, 0.061 L]7 4' 43' 0.010 ® 4' 27' 0.010 ® 6' 58' 0.061 **NOTE: ALL ROOF AND FOOTING DRAIN LEADERS SHALL BE P.V.C. (SDR-35, ASTM D3034) OR ENGINEER APPROVED EQUAL • INVERT ELEVATION FOR ROOF DRAIN LEADERS AT BUILDING POINT OF CONNECTION = 354.00. SW 1/4 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON PERMIT NO. 17-100869-00—EN RECCHVED FEB 27 2017 CrfY OF FEDERAL WAY cos Know whos tlelom RarQ CaII before you dig. DATE'7�7 DNrlte Re_viaion Description W >"11610 AlsL �, Fig GRAVITY COFFEE SMM 01/04/2017 10 ' �� r. _ Dram 7AC PERMIT ® 1 DRAINAGE PLAN 33370 PACIFIC HWY S. C-2.1 "'" FEDERAL WAY, WA 98003 CN-sw or onH7Y mt .Q� 1505 Westlake Ave, N. T (206) 522-9510 5MM 1D-518-004 +ORAL. �' Suite e, F (206) 522-8344 Seattle, WA 98109 www.PAdAxo.av+ 61 GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOO IS BASED UPON THE ENGONEER'S UNDERSTANDING OF THE EXISTNG CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE MING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS. INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCUJOING TOPOGRAPHY. AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAW MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. 3. CAUTON - INDTICE 10 CONTRACTOR THE CONTRACTOR IS SPEJFIGALIY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EASTINC UTILITIES AS SHOWN ON THESE PLANS LS BASED ON RECORDS OF THE VARIOUS UTUTIFS, AND WHERE P.OSSTBLE, MEASUEOENTS TAKEN IN THE FLEW. THE WFORMATION IS NOT TO BE RELIED ON AS BONG EXACT OR COMPLETE DIE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXOAVATIDN TO REQUEST EXACT FIELD LOCATION OF UTILITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTIRG UTILITIES AND EAST1NG IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PUNS, 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, ENT PORCHES, SDEWAIn RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND SIACT BUILDING UIKITY ENTRANCE LOCATIONS 5. REFER TO INTERIOR ARCHTECTURAL/PLUMBING DRA'MNGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATMAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY DUSTING LINE 8. MINIMUM WATER LINE TRENCH WITH SHAD. BE 2 FIET- 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSWG 18- VERTICAL CLEARANCE: (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLIKS, SANITARY LINES, STORM LINES AND GAS LINE (EISTRG AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE RON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH $IDES OF CR05 m THE WATERLINE SHALL BE MIECHANICAL JOLTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TD PROVIDE A OWUM OF 18' OEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWAWA C-1511) (CLASS 50). 11. L1NFS UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKfILING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHMTIES NTH RECARO TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BLUMG POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. WATER NOTES 1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE PATH LAKEHAVEN UTILITY DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. 2. ALL CONSTRUCnCNAINSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WO MANLIKE MANNER, AND UNDER SUPERV9011 BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REOUIREUENTS FROM OSHA AND OTHER STATE REGIAATMG AGENCIES MUST BE MET, 3. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE [RON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS 4. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE 5. ALL ELBOWS/BENDS ON WATER MANS SHALL HAVE THRUST BLGCKS OR MECHANICAL JOINT RESTRAINTS.. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36' IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED. PRESSURE TESTED, AND CHLORINATED BY TIRE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JOSMCTICN. 8. ALL BACKFL.CW PREVENTION DEVICES (DOUBLE CHECK BACOLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVIENTORS. PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND COVERINMENTAL AGENCIES WITH JURISDICTION, 9. ALL NEW CONNECTIONS TO b3STING WATER MANS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERt OTAL AGENCIES WITH JURISDICTION PRIOR TO BACKPLUNG. 10. 8ACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED V CORROSION RESISTANT MATERIALS. SANITARY SEWER NOTES 1. ALL COHSTRUCTION/WSTAUATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIp[NAl_ MANNER, AND UNDER SUPERVL5HON OR OTY FORCES AT ALL TIMES, ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET, 2. THE MINIMUM SL2E FOR PUBUC SEWER MAINS SHALL BE a- DWAETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D30,T4 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4' AND OF SCHEDULE 0" PVC OR EQUAL ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS, 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLMG. 4. AL NEW SANITARY SEWER P6PE5 AND uANF10LES MUST BE THOROUGHLY GLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH jUF"CTIGN. ALL TESTS MUST BE WITNESSED AND PA55TY1 BY THE UTILITY PROVIDER AND GOIM7WM0TAL AGENCIES NTH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY RORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. CITY OF FEDERAL WAY UTILITY NOTES 1. ALL UTILITY TRENCHES IN THE MCHT-OF-WAY SHALL BE BACKALLED 5/8" CRUSHED ROCK AND COMPACTED TO 957. DENSITY. %HEN 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 ACCREC.ATE WILL BE 3/B-INCH MINUS. 2 ALL ROADWAY SUBGRADE MALI. BE BACKFILLED AND COMPACTED TO 957 DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 3. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDAWX WITH KCRS 8,03(8) 3. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGDERS, AND ANY OTHER REI DED ACTIONS TO PROTECT LIFE. HEALTH, AND SAFETY OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERIFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN TINE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE BAGGER FOR EACH IMF OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SWI APPLY. 5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. UTILITY CONSTRUCTION NOTES QA CONNECT TO FISTING 1-1/2' DOMESTIC WATER LINE STUB. INSTALL 1-1/2' P.V.C. (SCH. 40) DOMESTIC WATER LINE. c-7.0 © INSTALL 3-4' P.V.C. (SCH. 40, GREY) CONDUITS FOR SECONDARY POWER. Q CONNECT TO EDOSTING GAS SERVICE UNlE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. Q CONTRACTOR TO POTHOLE EXISTING UTILITY TO FIELD VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. Q CONNECT TO EXISTING 6" SANITARY SEWER STUB. e F5.0 © INSTALL 6' P.V.C. RING-TITE (AS11A D3034, SDR-35) SANITARY SEWER LINE. 92E PER PLAN. QH INSTALL SANITARY SEWER CLEANOUT. Q CONNECT TO EXISTING TELECOM SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. LEGEND PROPERTY LINE - - WATER LINE 4 SANITARY SEWER -'-'-'-'- y- SS CLEANOUT TO GRADE • o-1 GAS LINE-•-0-°-°-•-•- GAS METER ELECTRICAL-'-•-•-'� TELEPHONE-T-----*-- SAWCUT •------------------- GRAPHIC SCALE 20 0 ,0 20 40 80 Lo (INFm 1 Inch = 20 Mi SW 1/4 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON l ! I -� ° I ---- ]---j------, i \4 ♦ ,B 1 A { D E w a. W ] I _t) • ' Q I ' [ CiR11VfiYGbFFEE I I I ! F mow- Pr,eallno . �f` I 1 N II I j 1 It L i r _ 1 1 ,r ADVANICE AUTO] PARF5 1 I 6,912 SF F E. = 7.00 I1 U oR �S i U Ci I 1 [ Ij 1 ------------------------------- � u--L_-__-- -_ La � ,.----------" 1 I !N SO 1 f7 336 L H S`kEREET -•-.�.-.--:-r-FIIC#iF�WAYIr a-r :-,--.-.-.-...-w-r-•-•-•-°-v-.-,-,.-"-u-u-,-n-.-<-,-.-�_ 0� RECEIVED FEB 24 2017 CITY OF FEDERAL WAY Know whaYs below. CDS Call Wfore you dig. __-" ._-•'r'_:-L"•�_•'_3rS.Gi���.-�`.^_: �; e-s+evn�.�--�• �� ...:-....-.:'T.::°%"���-�.�-. -�--'T-�".-.� f"-rr;.. _ - :�!w I=`iC-5.=�.i.�.W _...i�7 No. QN3te _-_BY Revision Descriplim p"qN W IIwwL*MW fj�; . I: .1! _;,, GRAVITY COFFEE 01/04/2017 PERMIT r 1 f UTILITY PLAN 33370 PACIFIC HWY S. C-3.0 TAC jrc f+, t s Ter -P„apa'Nkv �" 1505 Westlake Ave. N. TCL3+)�19SO FEDERAL WAY, WA 98003 SMM TO 518-DD4 r0 ": SmttleFD , WA 98109 WWW.PACMe.M N _, 1 � A TYPICALSNIESEW IWA11ATION �' Sr 1910AE TYPICAL SIDE MNRINVAWTION SWE SEYFRCONSTNOCIION NOTES nrxaRtawr aaldlry nge cYYCIb� ry.twn dhyo y. 4. „a.Z e. al. anxer cir<f!•.x polnl. ],) 51— .Id. iMMm.m d.po Mlox loe ..A' m het — T.. Way cb.n ..t amemhlw.. 1) Far jo ' A. to PVC pip., ... m Aaxpl.r. �) For Io Mn. pVC to G Conc plp. ua. Romoc .oupwg xlm d.lnlca. elael h.M clomps, a egad. d) e.ddllg f.A111A1 m ha .e .aadned 1. 7nledm Smnama. roe c tY DOW, 5mar Ylif.hen 7.) o 11 pwled.l le h. pe epncinetl ;n •Intcrlm S-d.rde l.r 0 ty malWll fnx.r Nsldlonoll".r—_:;, v, a) nrxn ram .. a I'x �-�' . a• .. sY. n :,. L"r^,'�^'„'•^•"`' DISTRICT k W 1 I �� ALTE7tl4TA5 SFs[E FUNaiBFkIATG1) 9FITY7ip10[p9YIWl ••� •r 1YP�ALSAT4F,EY08T ��� +ane[ a FLTEAWLFHES[TErl�fA tl0pt8ATl(11 Nx�1r _ �� a Ilse iYPICAITRENGI MUM-,ursr.+ tsau��se CW4 OUI Puts SIDE SEWER SERVICE DETAIL Ws C9NCRETE ENCASEt NT F.; LASS B SANITARYSEWER 11 PIPE BEDDING SANITARY SEWER PIPE BEDDING� LAKEHAVEH UTILJTY DISMCT STANDARDS NTS RECE_VEJ FEB 2 7 2017 CITY OF FEDERAL WAY CDS a No. Date flsvieion Deacc' tivn or -� t" GRAVITY COFFEE suu 01/04/2017 `""n or PERMIT ► / SANITARY SEWER DETAILS 33370 PACIFIC HWY S. C-5.0 [2W}522A510 Y FEDERAL WAY WA 98003 ��� t$IE TNeltlOm Afle. k. T a t S 3p5 F (2061522-8 44 SWN 1D-518-004 a�01 E ¢' SeaNe, WA 98109 'Axw,P�lAly m1 PUBLIC DWC-NO, S&�.J9.7N WORKS CLE ANOUIT 4-17 CLEANOUT DETAIL OF FEDERAL WAY STANDARD nc L;om MA[ERV. w N OTNiR 010" MATEF Rr0(rSMENTS a aASS L' MA1EIaAL AS 0p r N AS 8MXF0l }'OR MACE ORA Rxa & WFACR1 txm YAM AMN 0232T. 6' Mum No. Data RGVIWW _n Do0owdBy *Mom& smm 01/04/2017 _ Ora> PERMIT Ch" W NCO sum - io4a-OO4 f%l NTS 8' THIO( CONCRETE COUAR (4000 n uacuuu ONORE SW Sii'R NGTH) 24' NYLOPL.AST DETAIN BASIN 2824AG x e 24" NYL SLOPE TRENCH LS! SIDES PER OSHA REQUIREMENTS COMPACTED DETECTABLE MARKING BACKFILL —� TAPE 12' TO 18' BELOW FINISHED GRADE #18 (MIN.) INSULATED TRACER WIRE SECURELY FASTENED 8-FEET ON CENTER HAUNCHING MATERIAL -- MEETING REQUIREMENTS FOR AGGREGATE PER WSDOT STD. SPEC. 9-03.12(3) FOR THERMOPLASTIC PIPE D + 4' Y COMPACTED NATIVE SU8GRPM OR COMPACTED FILL COMPACTED GRAVEL BACKFILL• GRAVEL BORROW PER WSDOT STD. SPEC. 9-03.14(1). COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. k�! • 1'-O" MIN. COVER FOR DUCTILE IRON STORM DRAINAGE PIPE OR APPROVED EQUAL (SEE PROJECT SPECS.) STDRLS DRAIN PIPE (SIZE & TYPE PER PLAN) BACKFILL: MATERIAL SHALL BE FREE OF LARGE ROCKS (3'+) AND SHALL BE PLACED IN 8" MAX LOOSE LIFTS AND COMPACTED TO 95% OF MAX. DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557) ON-SITE STORM DRAINAGE PIPE TRENCH AND BEDDING DETAIL FOR THERMOPLASTIC PIPE 2 NTS o _frrrri_ f 111 l!!1lli i. "l04 iirllllll Illlll!!!!!!lrll lirlrrl!!!!!1!!1 lrlElil�"'�l!!i!!� !!!!i!►�iirrr!!a ilrrPi illeilrrrr!!l!!■ liliilrlliirrirr rl!!l!!1!!lliil ■rrrrrrlloor •arrlrrlRilir• �all�lr- 28.50' 0 DUDIS S AAE rat IZDX RCE PLY ACBIAL 061Hi^aONS MAY VARY 0aelMd AAE IN WU CRAM 1HLT5 0-4 LOAM RA1MG QUAult NATE<?u SaLL ccom 90 ASTM A.,X CRAM 70-SO-05 PANT; LVSTIM HIE FOdSO UM A WALK PAMT LDXK OEiKE A a-W 0P011 REQUEST SEE ORAYAt Na 7001-110-025 24' NYL.OPLAST SOLID COVET 24299GC) N BASIN WITH SOLID 1 PERMIT NO.17-100869-00—EN p,F-CEIVED FEB 27 2017 CITY OF FEDERAL WAY 6 COS �'`•'.�..r��'.T.:i -'«: �"ia^.c'+�:=T-�: _ "1«x�ae�rm�:.:-. - - .-. _... .'_i3:�.ci:•:•R�•u ... GRAVITY COFFEE ° Mk'l INAGE DETAILS 33 0 P CIFCC HWY S. C-6.0 STORM DRAINAGE 3337 1505 Wc9Uake Ave. N. T (206) 522.9510 FEDERAL WAY, WA 98003 SuNe 305 F (206)522-8344 SeaUIe, WA 98109 t .pxum oxn SLOPE TRENCH s SVCS PER OSHA COMPACTED #18 (MIN.) INSULATED TRACER REOUREMENTS j= BACKFlLL 1 WIRE SECURELY FASTENED ® DETECTABLE MARKING —I 8—FEET ON CENTER ` TAPE 12' TO 18" BELOW FINISHED GRADE HAUNCHING MATERIAL MEETING REQUIREMENTS FOR AGGREGATE PER WSDOT STD. SPEC. 7-08.3(3) 12" 12" p MIN MIN BEDDING MATERIAL MEETNG PIPE BEDDING WATER PIPE REQUIREMENTS FOR AGGREGATE PER WSDOT STD. SPEC. 9-03.12(3) rz SELECT FILL. MATERIAL SHALL BE FREE COMPACTED NATIVE SUBGRADE OF LARGE ROCKS (3"+) AND SHALL BE MAXIMUM WIDTH OR COMPACTED FILL PLACED IN 8" MAX LOOSE LIFTS AND COMPACTED TO 90% OF MAX. DENSITY =GREATER OF 30' PER MODIFIED PROCTER TEST (ASTM D1557) OR 1.5 D + 18" NOTE WATER SETTLING AND/OR MECHANICAL COMPACTION SHALL BE REQUIRED FOR ALL TRENCHES. TYPICAL ON —SITE WATER LINE TRENCH AND BEDDING DETAILS RECEIVED FEB 27 2017 CITY OF FEDERAL WAY CDS • s!-rd%i'+�.-.mac-'ti".. •�r..`7::.�'...�'wFr--- - �. :'w?��.i�---••--. -- .:.-:i��+'-�-�.' �T��_•_ _`:<�r 'C'?Ja'?�� rlali _ _ �lJ.Y Hate sy - --—Reviaian Description $r + -T ; GRAVITY COFFEE SUH 01/04/2017 c`J Dram my WATER DETAILS 33370 PACIFIC F WY S. CTA�-7.0 PERMIT ••' • I" FEDERAL WAY, WA 98003 p+asked BY Prajed Nn,� 1505 Westlake Ave. N, T (206) 522-9510 SWOe 305 F (206) 522-8344 Seatlle, WA 98109 www.PFd wo.aorn N PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH- APPUES TO ALL SECTIONS. 2. PAVEMENT DE51GN IS BASED OFF OF REPORT OF GEOTECH14M ENGINEERING SERVICES. PREPARED BY THE RILEY GROUP, INC,. DATED OCTOBER 23. 2011 3. SUITABLE DNSITE S08S SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOB MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT. 4. FOR PREPARATION OF PAVEMENT SUBGRRADE, AREAS IDENARED AS LOOSE FILL SOIL SHALL BE WPROVED BY REMOVING AND REPLACING WITH STRI FURAL FILL OR SCARIFYING AND RECOMPACTING THE ON -SITE SOIL TO STRUCTURAL FILL REQUIREMENTS. IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES AND BEFORE STRUCTURAL FILL IS PLACED. 5. THE TOP 12 INCHES OF SOIL WEIGRADE BELOW PAVED AREAS SHALL. BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM 0" DEN Mi 6. PRIOR TO PLACEMENT OF FILL DR PAVEMENT IMPROVEMENTS, THE EXPOSED SUBGRADE SHOULD BE EVALUATED BY PROOFROLLING WITH A FULLY LOADED DUMP TRUCK OR SIMILARLY HEAVY, RUBBER -TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT, LOOSE, OR UNSUITABLE AREAS, 7. LT(USHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-0-9 - AGGREGATES FOR BN.EAST AND CRUSHED SURFACNG, WITH THE EXCEPTION THAT THE AOEREGAIE SHOULD HAVE LESS THAN 5% BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE AND HAVE AT LEAST TWO MECHAMCALLY FRACIURED FACES. THE AYUGREGATE BASE SHOULD BE DOMPACTED TO AT LEAST 95X OF THE MAX. DRY QETNSFTY (AM D 1557). 8. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECIN 9-02.1(4). 9. ASPHALTIC SURFACE WASE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 5-04 AND 9-03.8(S) CLASS )f, OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABIUTY OF 1,000 POUNDS. THE SURFACE COURSE SHOULD BE COMPACTED TO A LON" OF 96% MARSHALL DENSITY (ASTM SPECIFICATION D 1559) AND PLACED 1N TWO OR MORE LIFTS OF NOT LESS THAN 2' PER LIFT. 10. THE PORIM CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5--D5 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 40M PSI AT 28 DAYS W TH A 4 INCH MAXIMUM SLUMP AHD 3 TO 6% ENTRAIREUI AIR. AGGREGATE SHALL CONFORM TO W75OOT STD. SPEC. 9-03.1(5)0, GRADING, FOR MAXIMUM NOMINAL SIZE OF 1 IN. 9. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WM ERE CURB CONTACTS ASPHALT. 10. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPUICEO WITH NEW PAVEMENT THE EXISTING PAVEMENT, BASE COURSE AND 92MAGE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. ASPHALT CONCRETE SURFACING, X2 INCH MIX PER WSDOT STD. SPEC. 9-02.1(4) FOR PG 58-22 OR PG 64-22 PERFORMANCE GRADED ° 8¢$9 ASPHALT CEMENT CRUSHED BASE COURSE awo W° � (WSDOT STD. SPEC. 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95% OF THE MAXIMUM DRY DENSITY. STANDARD DUTY ASPHALT � rilbL EXPANSION JOINT IF ADJACENT TO BUILDING. MEDIUM BROOM FINISH (TYPICAL) 3' WIDE, SMOOTH TROWELED PERIMETER CONCRETE BARRIER CURB OR CURB AND GUTTER EXPANSION JOINT IN BOTH CURB AND SIDEWALK (ASTM D994) FULL DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB/CURB AND GUTTER. (ASTM 0994) 1/4-'V' GROOVE. CONTRACTION JOINT IN SIDEWALK ONLY. EXPANSION JOINT IN BOTH CURB AND SIDEWALK (ASTM D994) JOINT AND FINISH DETAIL PORTLAND CEMENT CONC. (3000 PSI COMPRESSIVE STRENGTH PER WSDOT STANDARD SECTIONS 5-05) CRUSHED BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) TT4 YI 2N °a o 6x6-W2.OxW2.0 WELDED WIRE FABRIC OR FIBER MESH ADDITIVE PORTLAND CEMENT CONCRETE (4000 PSI o COMPRESSIVE STRENGTH y PER WSDOT STD. SPEC. SECTION 5.05 ° . c CRUSHED ACGREGATE TOP COURSE (WSDOT STD. SPEC, 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95X OF MAXIMUM DRY DENSITY TYPICAL SECTION CONCRETE PAVEMENT 4' x 8' BOMACRON TEXTURED, RUNNING BOND BRICK PATTERN. USE BGMANITE, BRICK RED BC-1 CH-00040-60, COLOR HARDENER OR EQUAL PRODUCT. 5' BORDER A TYFCAL BOTH SIDES PORTLAND CEMENT I I 1 I CONCRETE (4000 PSI 1f COMPRESSIVE STRENGTH PER WSDOT STD. SPEC. SECTION 5.05) —� PLAN VIEW NOTES 1. PROVIDE CONSTRUCTION JOINTS SPACED EVERY 10 FEET ON CENTER. 2. PROVIDE EXPANSION JOINTS AT ALL RIGID OBJECTS. BRICK FINISH 6x6-W2.0xW2.0 ASPHALT TACK GOAT WELDED WIRE FABRIC BETWEEN AC & OR FIBER MESH ADDITIVE CONCRETE `� Tn M ° THICKENED ASPHALT EDGE ADJACENT TO CONCRETE TYPICAL ASPHALT SECTION COMPACTED SUITABLE NATIVE MATERIAL OR CRUSHED AGGREGATE TOP COUVZSE— STRUCTURAL FILL UNSUITABLE NATIVE (W50OT 5T0. SPEC, 9-039(3)} UNSUIT�E SUITABLE NATIVE MATERIAL OR STRUCTURAL SHALL BE OVEREXCAVATEDFAND MATERIAL SHALL BE OVEREXCAVATED AND RIPLACIEO. SUBGRADE SHALL BE PREPARED 1N ACCORDANCE WITH THE REPLACED. SUBGRADE SHALL BE PREPARED PROJECT SPECIFICATIONS TO 95% OF MAXIMUM DRY DENSITY ACCORDANCE NTH THE SECTION VIEW SPECIFICA ONS TO 95% OFPROJECT MAXIMUM DRY DENSITY. SECTION VIEW cln['IAIAI V STAMPED & CONCRETE PAVEMENT 'islo. _ C]6tta. RevisioF�i.�escL t; = "'; as ryI -, sr . �' h I+u1 i 1505 WeAlake Ave. N. T (206) 522-9510 �q,;y �� SUIte 305 F (206) 522-8349 Seattle, WA 98109 vnrx.PndArmma 17 1l�W-- 1MNCUYra W 01/04/2017 U TAC PERMIT i, ii �w By Pl'pI d Im- - in SNM.,. 10-518-004 i I �ovinar w. us F � Rw,re.�am,c.mAsnK. x¢wme,rcwraarrcvlaewlrel me,rrm,oeca,wecumnmuawea � ••• �d.saw.orr....�.w<m,o,r cawrw�,aartwwaacvne alb .urx„cve °"� sa euRe Deral s en BARRIER CURB CITY OF FEDERAL WAY STANDARD DETAIL SIfEW&KRAMP �aaK O G.,....� AND GUTTER DETAIL 1• G.O��Y�'� M �a+16fi4YP1� I,lVfv Ciq�e ,_ v.nnr,r.a"es.emwo°eM�..n n �emuwwaiaer.s ns'Ae SINGLE DIRECTLON CUR13 RANI? wft VYT7H PLANTER STRIP 3^10A RAMP REC1=Tllc ) FEB 27'IU17 CRY OF FEDERAL WAY CDs GRAVITY COFF-tt PAVING DETAILS 33370 PACIFIC HWY S. C-8.0 FEDERAL WAY, WA 98003