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16-102344.2 MASTER LAND USE APPLICATION RECEIVEDPARTNIENT OF CONIMUNITV DEVELOPMENT SERVICES L�,J 33325 8"' Avenue South CITY OF MAY 1 Federal Way, WA 98003-6325 Federal Way 6 2�16 253-835-2607; Fax 253-835-2609 %vw\v.c?tvoiffedcry}I_\�-a? ,,.:coil CIS OF CDS FEDERML WAY _, 1 bt6YY ` 0 Date 5- 1(0-�01 APPLICATION NO(S) 1 Project Name C(VIddP_ `.. ChC)D1 So f�_' �EQL�,—�, -% SChOoI Property Address/Location Parcel Number(s) t-A PLEASE PRINT S �'b Sac.a.• G1t�P� �� • I / /. �' ►rM■ / Jf" !■ ■tip 1 ■ I A ' Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI EPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information IZ5 q • (p _"Zoning Designation Comprehensive Plan Designation Value of Existing Improvements rJ5 0 Value of Proposed Improvements International Building Code (IBC): N fk Occupancy Type N Construction Type Applicant Name:C,'k,1 b-� federot.l (,l " ( QlA-bliC VJ0rk5— Address: 315325 akh Pave 5 CAnYts-hre- �-A11`k'n� City/State: ,PCdero�,l Wa� , WA Zip: g8003 Phone: C 253) 835 2123 Fax.: (253)835-2-701� Email: C%v1:S_M2•0-4c rvawm'!gym Signature: /1 I„ , _ • _ �,I .,, I ��.„ n _ , Agent (if different than Applicant) Name: Same aS 0_b&W- Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: S C1LOV— 00.S 0)&we_ Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #00.3 — January 1, 201 1 Page 1 of I k:\Handouts\Master Land Use Application c 31919 11 Ave S, Suite R101FederalRWA 3 253.925.5565 1 253.925.5750 (f) Affidavit of Publication Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Fec era] Way Mirror, a weekly newspaper. That said newspaper is published in the English language continually as a weekly newspaper in Federal Way, King County, Washington, and is no and during all of said time has been printed in an office maintained by the aforementioned of publication of said newspaper. the annexed is a true copy of a legal advertisement placed by City of Federal Way - Community Development as 't was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 27th day of May 2016, an ending on the 27th day of May 2016 . both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $131.22, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.020. to and sworn before me this 17th day of June 2016. Notary Public in and for the State of Washington, Residing at Buckley �0%111 Jim,rr .�"` EA A ;SgtON � .•'�° Aria': � NQTARY N cn PUBLIC : •A f rr�,•� 1W 1110% `t`` £g£Z WMj '9LOZ 'LZ ARA u0 JajIW ARM IEaapaj agl u! pegs!Ignd 'Suolloofgo lenloel ollloads ajRw of pajed -aid oq pinogs nok w!leulw�,alap aql to leadde agl jo} uoseei aql 6ullels aaual uaj}!1M a Aq 'g LOZ ' L Alnp uo 'w•d 00:g uegl jalul ou '(Molaq ssaippe) lialO Al!O ARM lejapaj aql of u011eulwJalaP S!ql leadde ARw auoAuV 'leadde ue al!l flew uo!leulw -aalap IRuII s,1413 aql 10 p9n8u66R uosiad AuV -cull -PROP luawwoo anoge agl f imollol leu!l owooaq ll!M uo!leulwialop slgl'fg!o aql Aq pa!llpow ssalup (loafad) 8ZZZ-968-£9Z ` Td 'uollnW aulls'JU'aaaul6u310af0Jd swalsAS laaJlS (Vd3S) ti£9Z-9£8-£9Z `d01V'gsl9M ABORlS JauuRld AMOS :sloeluoo 44e1S ARM I aapoj to Arlo :luawnaop 6ulldope ANOBE 10 awRN -jquw-uols!oap oql of lesodad aql AuudwOooR II!M PUB lesodoid luanno aql col spaau MalnaJ Iel -uawuoJInua ino slaaw luawnoop aU1 Aalnai luop -uodapui jaue lesodoid slgl jol olepdadde 6ulaq se luawnaop slgl paldopR PUB palllluap! anRq OM '9LOZ `O L ounp uo ,w-d 00:g Aq pou!wgns aq lsnw sluowwoO -Molaq alep agl wojl sAep til jol lesodoid slgl uo lop lou II!M Aaua6E peal aql 'WOb£-L L-L6 L OVM aapun ponss! s! 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JRgl poulwialop seq lesodoid slyl aol kua6R peal a41 ,sfieplloq ldaoxa 'FEpljj U6noagl ARpuolnl 'Wd 00:9 01 WV 00:8 `£0086 VM 'glnoS onuanV 418 gZ£££ `IIEH 40 ARM IRJapaj to Al!O :lR peaa aq of olgRIIRAR sI luawnoop aql V/N :aq!aosep aseald `(0£9-1.L-LR OVM) POOR -lego uaaq seq poldope bulaq luawnoop agl 11 wjoj uolleluawn0o0 uolsnpx3 IE31JODOTED Vd3N :poldope 6ulaq luawnoop to uo!ldljosoo 9L0Z '8 gojRW :pajudaid seen luawnoop poldope oleo loogoS of salnoa ales loogoS alp -p!w eaMEfeoeS — wjoj uo!leluawnoo0 uo!snlox3 lROW063123 Vd3N :paldope 6u!aq luawnoop to all!1 '(peoa lu!od gse0 glnOS LOLL) 6uIPl!nq looqos aql l0 luoJl agl of jol 6uirncl oql ssojoe PUB (laal JEaull 006 Alolewlxojdde) loogoS alpp!W nmEf -Roes of anuiluo lsowujolsea oql of glnoS ARM opuopay Um uolloasaalu! aql w04 pEoa lulOd gseO glnos 6uole on sl!w!l loafold oU1:uo!Teo03 luawlied -90 "joM olignd ARM jujapaj l0 f,3!O :luauodOJd .10043S alpp!W eaMe(BORS 10 luoal aql of 6u1139uu03 lol 6u1 -Ted aq; ssoaou gled VOV uR sapnloui oslu looloid a41 *s9ll!l10E1 VOV paiinbai PUB 'a6eu!Ejp wiols 'uol;Rulwnll! 'd!jls jaluEld 6u!pnlou! °loogoS alpplW eaMefe uS of aouEiluo oql of glnos ARM opuop -ay lE sluawanoidw! 6ulls!x0 aql wool (peoy lulOd gsEO glnOS) 609 dS to ap!s glnos agl uo auel alo -Ifolq PUB 4IEMPIS E Sap!nojd loafoid oUl:lesodoid 3S-00-titi£ZOL-91. :ON al!d loogoS of salnod 91RS loogos olpp!W eaMEfunS 1N3Wn0001V1N31NNOdIAN3 SNUSIX3 dO NOI1d00V ONV (SNO) 30NVOIJINOISNON j0 NOUNIWd3130 30110N AeMjejapa�j bfaG 41k CITY Federal o� Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.citvoftedercJway.com DECLARATION OF DISTRIBUTION I, 0aud- Le-Q hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance � (DS) and Scoping Notice S Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or yp osied to or at each of the attached addresses on OS I 2016. Project Name � rMl r► n`nr� o� iV' al Si" 4.rc,; c.�� ,3� «�s,Un C� f:n-nrvnwtenq,l O c�,v ,p File Number(s) " 10 '�y -Do- SE Signature Date 0�la716 K:\CD Administration Files\Declaration of Distribution.doc/Last printed 12/18/2015 1:48:00 PM Posted Sites: Federal Way City Hall: 33325 8th Ave South Federal Way Library: 34200 1 st Way South Federal Way 320th Library: 848 S. 320th St So• c o�� c.i rec, Jul; l� SC,6>1: 90;'A i K:\CD Administration Files\Declaration of Distribution.doc/Last printed 12/18/2015 1:48:00 PM 41kCITY '0":tS=P OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 wvvw.citvoffederalway.com DECLARATION OF DISTRIBUTION I, E. Tina Piet/ hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation A Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed IXe-mailed and/or ❑ posted to or at each of the attached addresses on 2016. Project Name 54.cc kr LOCC,_ /Mul e- �r � t S�T= ' s � -� �I File Number(s) %G�2 - Signature Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 4/1 /2016 10:59:00 AM CITY OFF Federal Way DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Sacajawea Middle School Safe Routes to School FILE No: 16-102344-00-SE Proposal: The project provides a sidewalk and bicycle lane on the south side of SR 509 (South Dash Point Road) from the existing improvements at Redondo Way South to the entrance to Sacajawea Middle School; including planter strip, illumination, storm drainage, and required ADA facilities. The project also includes an ADA path across the parking lot connecting to the front of Sacajawea Middle School. Proponent: City of Federal Way Public Works Department Location: The project limits are along South Dash Point Road from the intersection with Redondo Way South to the easternmost entrance to Sacajawea Middle School (approximately 900 linear feet) and across the parking lot to the front of the school building (1101 South Dash Point Road). Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Sacajawea Middle School Safe Routes to School Date adopted document was prepared: March 8, 2016 Description of document being adopted: NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 8"' Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on June 10, 2016. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. File#16-102344-00-SE Page 1 of 2 Doc I.D. 73640 Name of agency adopting document: City of Federal Way Staff contacts: Senior Planner Stacey Welsh, AICP, 253-835-2634 (SEPA) Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 (Project) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on July 1, 2016, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Responsible Official: Scott Sproul Title: Acting Community Development Director Address: 33325 81l' Avenue South, Federal Way, W 98003 Phone: 253-835-2633 Date Issued: May 27, 2016 Signature: C PROJECT LOCATION �4; . _ 288rH- PUGET SOUND (fl �. �, rL soaT sr S 512TH ST w 1 43 M V3 3 320TH ST d w � �^5 I )� J -�� N, 34 TH (L i VICINITY MAP File 916-102344-00-SE Page 2 of 2 Doc- I.D. 73640 4 DEPT OF ECOLOGY SEPA UNIT PO BOX 47703 OLYMPIA WA 98504-7703 s e pa reg i s to r(6ecv. wa . q ov RAMIN PAZOOKI WSDOT SOUTH KING COUNTY PO BOX 330310 SEATTLE WA 98133-9710 ramin. azooki wsdot.wa. ov PSRC GROWTH MANAGEMENT DEPT 1011 WESTERN AVE #500 SEATTLE WA 98104-1040 eharris@psrc.org MUCKLESHOOT INDIAN TRIBE FISHERIES DIVISION ENVIRONMENTAL REVIEWER 39015 172ND AVE SE AUBURN WA 98092 karen.waiter muckleshoot.nsn.us PERRY WEINBERG SOUND TRANSIT 401 S JACKSON ST SEATTLE WA 98104-2826 pe rry. wei n berg @sou ndtra nsit. org_ TINA VASLET PIERCE TRANSIT PO BOX 99070 LAKEWOOD WA 98496-0070 tvaslet ,piercetransit.org SOUTH KING FIRE & RESCUE 31617 1 ST AVE S FEDERAL WAY WA 98003 gordon.. oodsellOsouthkin fir�g CITY OF TACOMA 747 MARKET ST TACOMA WA 98402-3769 sh irley.sch ultz(d,)ci.tacoma.wa. us ALGONA CITY HALL 402 WARDE ST ALGONA WA 98001-8505 kenfp_algonewa.c�ov CITY OF DES MOINES 21630 11" AVE S DES MOINES WA 98198 d lath ropfa-desmoi neswa. gov REVIEW TEAM WA DEPT OF COMMERCE GROWTH MGT SERVICES PO BOX 42525 OLYMPIA WA 98504-2525 rei ewte a rn Aco m m e rce. wa.9 ov JAMEY TAYLOR DNR SEPA CENTER PO BOX 47015 OLYMPIA WA 98504-7015 sepacenter@dnr-wa.gov ATTN SEPA REVIEW PUGET SOUND CLEAN AIR AGENCY 1904 3RD AVE STE 105 SEATTLE WA 98101-3317 sepaCcDpscleanair.or KING CO TRANSPORTATION 201 S JACKSON ST KSC-TR-0815 SEATTLE WA 98104 harold.taniquehi@kin-qcoun!y.gov GARY KRIEDT KING COUNTY TRANSIT DIV ENV PLANNING MS KSC-TR-0431 201 S JACKSON ST SEATTLE WA 98104-3856 gary.krirdt ,kingcountygoy PIERCE CO PLNG & LAND SVCS 2401 S 35T" ST #2 TACOMA WA 98409-7460 aclark co. Pierce.wa.us TANYA NASCIMENTO FWPS 33330 8T" AVE S FEDERAL WAY WA 98003 to n va-nascimento(d,fwps.org CITY OF AUBURN 25 W MAIN ST AUBURN WA 98001 ksnvder _auburnwa.goy CITY OF KENT ECON & COMMUNITY DEV 400 W GOWE ST STE 300 KENT WA 98032 plan n ing a-kentwa.9Qv ROSE REEVES CITY OF MILTON 1000 LAUREL ST MILTON WA 98354 rreeves .cityofmilton.net WA ST DEPT TRANSPORTATION PO BOX 47300 OLYMPIA WA 98504-7300 h a cu sto m e rsery ice (t-Dwsd ot. wa. g ov DEPT OF ARCHAEOLOGY & HISTORIC PRESERVATION PO BOX 48343 OLYMPIA WA 98504-8343 retchen.kaehler dah .wa. ❑v BRANDON REYNON PUYALLUP TRIBE OF INDIANS HISTORIC PRESERVATION DEPT 3009 E PORTLAND AVE TACOMA WA 98404 Brandon. reynonppuya II u ptribe.com KING CO ROADS DIVISION COUNTY ROADS ENGINEER 155 MONROE AVE NE RENTON WA 98056 maint.roadsOKingcounty gov BEN HAN TRANSIT PLANNER KING COUNTY METRO MS KSC-TR-0413 401 S JACKSON ST SEATTLE WA 98104-3856 lansreview kin count ov PIERCE CO PW & UTILITIES 2702 S 42ND ST STE 628 TACOMA WA 98409 Bz i eg l e Oco. pierce. wa. us BRIAN ASBURY LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 basbury(6Iakehaven. org CITY OF PACIFIC BUILDING & PLANNING 100 THIRD AVE SE PACIFIC WA 98047 ldodge@ci.pacific.wa.us CITY OF EDGEWOOD 2224 104T" AVE E EDGEWOOD WA 98372-1513 cityha l I .citvofedgewood . org STEVE FRIDDLE CITY OF FIFE 5411 23RD STE FIFE WA 98424 sfridd IeCd)citvoffife. org City of Federal Way Street Systems Project Engineer, Christine Mullen, P.E., christine.mullen@cityoffederalway.com Tina Piety From: Tina Piety Sent: Friday, May 27, 2016 1:24 PM To: ECY RE SEPA REGISTER (separegister@ecy.wa.gov); 'reviewteam@commerce.wa.gov'; hgcustomerservice@wsdot.wa.gov; 'ramin.pazooki@wsdot.wa.gov'; 'sepacenter@dnr.wa.gov'; gretchen.kaehler@dahp.wa.gov; eharris@psrc.org; 'sepa@pscleanair.org'; brandon.reynon@puyalluptribe.com; karen.walter@muckleshoot.nsn.us; harold.taniguchi@kingcounty.gov; maint.roads@kingcounty.gov; perry.weinberg@soundtransit.org; gary.kriedt@kingcounty.gov; 'plansreview@kingcounty.gov'; 'tvaslet@piercetran sit. o rg'; aclark@co.pierce.wa.us; bziegle@co.pierce.wa.us; Gordon Goodsell; Tanya Nascimento; Brian Asbury; 'shirley.schultz@ci.tacoma.wa.us'; ksnyder@auburnwa.gov; 'jdodge@ci.pacific.wa.us'; kenf@algonawa.gov; 'planning@kentwa.gov'; cityhall@cityofedgewood.org; 'diathrop@desmoineswa.gov'; Rose Reeves (rreeves@cityofmilton.net); 'sfriddle@cityoffife.org' Cc: Christine Mullen; Stacey Welsh Subject: Notice of DNS Attachments: Sacajawea Safe Routes to School DNS and Envirionmental Document.pdf Hello, Attached you will find a DNS and Adoption of Existing Environmental Document (the environmental document is included) for the proposed Sacajawea Middle School Safe Routes to School project. If you have any questions and/or comments about the SEPA process, please contact Senior Planner Stacey Welsh, AICP, at 253-835-2634, or stacey.weish@citvoffederalway.com. If you have any questions and/or comments about the project as a whole, please contact Street Systems Project Engineer Christine Mullen, P.E., at 253-835-2723, or christine.mullen@citvoffederalway.com. Thank you, E. Tina Piety Administrative Assistant II Federal Way Community Development Department 33325 81h Avenue South Federal Way, WA 98003-6325 Phone:253/835-2601 Fax: 253/835-2609 www.cit offederalwa .cam Tina Piet From: Tina Piety Sent: Friday, May 27, 2016 2:15 PM To: 'ECY RE SEPA REGISTER (separegister@ecy.wa.gov)'; 'reviewteam@commerce.wa.gov'; 'hqcustomerservice@wsdot.wa.gov'; 'ramin.pazooki@wsdot.wa.gov'; 'sepacenter@dnr.wa.gov'; 'gretchen.kaehler@dahp.wa.gov'; 'eharris@psrc.org'; 'sepa@pscleanair.org'; 'brandon.reynon@puyalluptribe.com'; 'karen.walter@muckleshoot.nsn.us';'harold.taniguchi@kingcounty.gov'; 'maint.roads@kingcounty.gov'; 'perry.weinberg@soundtransit.org'; 'gary.kriedt@kingcounty.gov'; 'plansreview@kingcounty.gov'; 'tvas let@pie rcetran sit. org'; 'aclark@co.pierce.wa.us'; 'bziegle@co.pierce.wa.us'; Gordon Goodsell; 'Tanya Nascimento'; 'Brian Asbury'; 'shirley.schultz@ci.tacoma.wa.us'; 'ksnyder@auburnwa.gov'; 'jdodge@ci.pacific.wa.us'; 'kenf@algonawa.gov'; 'planning@kentwa.gov'; 'cityhall@cityofedgewood.org'; 'diathrop@desmoineswa.gov'; 'Rose Reeves (rreeves@cityofmilton.net)'; 'sfriddle@cityoffife.org' Cc: Christine Mullen; Stacey Welsh Subject: Updated Notice of DNS Attachments: Sacajawea Safe Routes to School DNS and Envirionmental Document Updated.pdf Hello Again, Attached you will find an updated document that includes the 2"d (signed) page of the DNS. I apologize for any confusion. Tina Piety Hello, Attached you will find a DNS and Adoption of Existing Environmental Document (the environmental document is included) for the proposed Sacajawea Middle School Safe Routes to School project. If you have any questions and/or comments about the SEPA process, please contact Senior Planner Stacey Welsh, AICP, at 253-835-2634, or stace .welsh cit offederalwa .corn. If you have any questions and/or comments about the project as a whole, please contact Street Systems Project Engineer Christine Mullen, P.E., at 253-835-2723, or christine.mullen@?cityoffederalway.com. Thank you, E. Tina Piety Administrative Assistant II Community Development Department 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2601 Fax: 253/835-2609 www.citvoffederalway.com CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cityoffederalwoy.com DECLARATION OF DISTRIBUTION 1, E. Tina Piety hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance (DS) and Scoping Notice PZ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation Other ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was Xrnailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on -27 , 2016. Project Name v File Number(s) L/- Signature Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 4/1/2016 10:59:00 AM ra F:i NOTICE DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Sacajawea Middle School Safe Routes to School FILE No: 16-102344-00-SE Proposal: The project provides a sidewalk and bicycle lane on the south side of SR 509 (South Dash Point Road) from the existing improvements at Redondo Way South to the entrance to Sacajawea Middle School; including planter strip, illumination, storm drainage, and required ADA facilities. The project also includes an ADA path across the parking lot connecting to the front of Sacajawea Middle School. Proponent: City of Federal Way Public Works Department Location: The project limits are along South Dash Point Road from the intersection with Redondo Way South to the easternmost entrance to Sacajawea Middle School (approximately 900 linear feet) and across the parking lot to the front of the school building (1101 South Dash Point Road). Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Sacajawea Middle School Safe Routes to School Date adopted document was prepared: March 8, 2016 Description of document being adopted: NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 81h Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on June 10, 2016. File #16-102344-00-SE Page 1 of 2 Doc i D 73641 We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Senior Planner Stacey Welsh, AICP, 253-835-2634 (SEPA) Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 (Project) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on July 1, 2016, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Published in the Federal Way Mirror on May 27, 2016. PUGET SOUND PROJECT�,� LOCATION; - _` l p I / J r C!' = S 3C1:a a V'1 S 320TH sr �3 CL ti r/ L A • Cam, ,� 06 VICINITY MAP S 288 TFI S " f 7. 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Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www. ci tvoffe d era lw oy. co m DECLARATION OF DISTRIBUTION 1, E. Tina Piety hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance (DS) and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation 0 Other r n ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed 0(e-mailed and/or ❑ posted to or at each of the attached addresses on -2/, 2016. r L Project Name File Number(s) //- - ;':' L( Signature - Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 4/1/2016 10:59:00 AM A�� CjTY OF Federal Way NOTICE DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Sacajawea Middle School Safe Routes to School FILE No: 16-102344-00-SE Proposal: The project provides a sidewalk and bicycle lane on the south side of SR 509 (South Dash Point Road) from the existing improvements at Redondo Way South to the entrance to Sacajawea Middle School; including planter strip, illumination, storm drainage, and required ADA facilities. The project also includes an ADA path across the parking lot connecting to the front of Sacajawea Middle School. Proponent: City of Federal Way Public Works Department Location: The project limits are along South Dash Point Road from the intersection with Redondo Way South to the easternmost entrance to Sacajawea Middle School (approximately 900 linear feet) and across the parking lot to the front of the school building (1101 South Dash Point Road). Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Sacajawea Middle School Safe Routes to School Date adopted document was prepared: March 8, 2016 Description of document being adopted: NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 8`l' Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on June 10, 2016. File#16-102344-00-SE Page 1 of Doo I.D.73641 We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Senior Planner Stacey Welsh, AICP, 253-835-2634 (SEPA) Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 (Project) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on July 1, 2016, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Published in the Federal Way Mirror on May 27, 2016. File H16-102344-00-SE Page 2 of 2 Doc. I.D. 73641 Tina Piety From: Jennifer Anderson <jnderson@fedwaymirror.com> Sent: Thursday, May 26, 2016 9:32 AM To: Tina Piety Subject: Re: Legal Notice Got it, thanks! Jennifer Anderson Advertising Sales Consultant Direct: 253-946-2890 Internal: 35602 Fax: 253-925-5750 31919 1st Ave S, Ste 101, Federal Way, WA 98003 [Ki Sound Publishing Map Print hates Online Rates Media Kit Sound In On Thu, May 26, 2016 at 9:19 AM, Tina Piety <T'ina.Pie!3 a cityof'federalwUxom> wrote: Hello Jennifer, Please publish the attached legal notice (Sacajawea Safe Routes DNS, 16-102344-00-SE) in Friday's (5/27/16) issue. Please furnish an affidavit of publication. Thank you, Tina E. Tina Piety Administrative Assistant II -Ai IY a. l'- Federal Way Community Development Department 33325 Bch Avenue South Federal Way, WA 98003-6325 Phone:253/835-2601 Fax: 253/835-2609 www.cityoffederalway.com 1 City of 300' Parcel Federal Way Notification area 515230- 72056R ; LL 515230- WM 515230- 73 20580- Y 052104- _� 720560- _ 0020 9 1112 �002)� j 0000 J p}". 7 01500 �'Q lT _ 052104- 042104- (s '72050, 9026 9007 515230- _ 0010 716209• 0030 - 500900 720073600- 720560- 10 6p 7205G= 0490 15240-_ 0140 0080 51527p. 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N NNN "It w)-n w) w) w) wn w) w)�n kn ^ w) w) v) v) vn In w) w) In v) in \ND O O O O O O O O O O N M et CO f� a0 O O N M 117 (O f� 00 O O N M lf7 (O I� O O O N M c" M 1�k CIVY OF Federal Way NOTICE DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Sacajawea Middle School Safe Routes to School FILE No: 16-102344-00-SE Proposal: The project provides a sidewalk and bicycle lane on the south side of SR 509 (South Dash Point Road) from the existing improvements at Redondo Way South to the entrance to Sacajawea Middle School; including planter strip, illumination, storm drainage, and required ADA facilities. The project also includes an ADA path across the parking lot connecting to the front of Sacajawea Middle School. Proponent: City of Federal Way Public Works Department Location: The project limits are along South Dash Point Road from the intersection with Redondo Way South to the easternmost entrance to Sacajawea Middle School (approximately 900 linear feet) and across the parking lot to the front of the school building (1101 South Dash Point Road). Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Sacajawea Middle School Safe Routes to School Date adopted document was prepared: March 8, 2016 Description of document being adopted: NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 8`n Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on June 10, 2016. File #16-102344-00-SE Page 1 of 2 Doc. LD. 73641 We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Senior Planner Stacey Welsh, AICP, 253-835-2634 (SEPA) Street Systems Project Engineer, Christine Mullen, P.E., 253-835-" '23 (Project) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on July 1, 2016, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Published in the Federal Way Mirror on May 27, 2016. PROJECT LOCATION PUGS " SOUND F � v • ` F.aJ 5 Q i.i I `f X1 L-, F L 0 S , ''0T1-4 S:T Ls.l v < � 54 LL O VICINITY MAP S; 56 TF ST File 916-102344-00-SE Page 2 of 2 Doe I D 73641 eras way, vvH yz5uu3-v3cj 6453450030 NGUYEN DANG MINH+TRAN LE 29645 18TH AVE S #A-103 FEDERAL WAY WA 98003 duo 0 NIXIE 980 7E 1 0006/02113-6 }i RETURN TO SENDER 6453450010 RICHARDS RAYMOND N 29645 18TH AVE S #A101 FEDERAL WAY WA 98003 NIX!E 990 FE I 0006/02/j_6 RETURN TO SE, B DP L :A T,: E M P T: E D a € O T 1, 3LR 98093632525 #0626-035 95m2 7-44 yk 6453450! GARTNER B TED+M JEAN 29645 18TH AV S #E102 FEDERAL WAY WA 98003 NIXIE 9B0 7E 'L 0006/02/3-6 R=,TUR.N TO SENDER UNABLE TO FORIWAFD I BC.' 98003632525 926-04159-27-42 PON r 5151600460 CRISTEV PIOTR+INNA CRISTEVA ! �p 35909 21 ST PL S FEDERAL WAY WA 98003 r� 1 NIXIE 980 SE i RETURN TO SENDER nunity Development ,f Federal Way i 8th Ave. South -al Way, WA 98003-6325 — —11 P VC: JUUCII !ral Way, WA 98003-6325 ral Way, WA 98003-6325 v 6453450170 I REYNOLDS RANDY^ 29645 18TH AV S #B201 FEDERAL WAY WA 98003 RETURN TO 'SENDEP I ATTrWIP�-ID - NnT KNaWN eF 7F A B L E TO% 7 n—F `y.F 0'' 1 lllllii`�11111iI1'did ililisilillil;1Iilidl h o,, ,l5�ii� N 0 (D .1, a jct S - . JI- j 6453450300 PATTAMAKOM TANAPORN P O BOX 9361 SEATTLE WA 98109 RECEIVED BY COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT jUN 1:3 Z016 AS A D D F, S: E D c�. 8��1� 2525 *1926-04263 27 —�v2 t;ii111,[Iflllgajl�ii�ii.•,li1�i',, �;ii,.i 6453450280 BIAS CHRIS+DOUBLEHAUL CAPIT 800 BELLEVUE WAY NE #400 BELLEVUE WA 98004 p r r-e—T EC SY DEVELOPMENT DEPARTMENT JINN 13 Z016 i1 re NIXIE 980 EE 1 G106/09" pC^fLi-pN1 TC c='Mwe.R Ike i �zr?'i i r7iQaLe AS ADDRESSE,ILD � � lid 3ei4 i�iji i1�1;�j3 �IiiSi 11 S1i1�iliilllill�'71ii�I�i �2�I�eA li �� (0�r3 City of Federal Way 33325 8th Ave. South Federal Way, WA 98003-6325 33325 8th Ave. South Federal Way, WA 98003-6325 RECE-TVED By mm 6453450480 �UF_L0?�E�IY I�I-PAl�.T��T CARNES MI YOUNG `J 29645 18TH AVE S #D304 FEDERAL WAY WA 98003 NIXIE 980034044-3-K 06/08/16 RETURN TO SENDER ATTEMPTED - NOT XROWN UNABLE TO 1OPWARD 'x='UxK TO SENDER '„•f �i•.•s.�. ,.,:..-r� i4ia�il�l�lal,iiellsla�lllo�lllil�dil„Ilil„Ill�lslol,li��ili 6453450370 TAN SHAOFEN 29645 18TH AVE S #D101 FEDERAL WAY WA 98003 '�^ —^wnw i:p Jpp p ILP.r ,RAT xi E 980 7E R.R'URI'l TO SEN0—aR A 7T Mv'f ED — Na'�- R it iDRg4i ueo 98001632525 *19 6.e.e41.42-27-4s. =i�� i,iSl,lll'�II�:'illll,llifli' l III l'�ll„i Ill{I�i��„Iii_„p€." 6453450290 All) c MATHEW WILSON A+JESSIE 29645 18TH AV S #C201 FEDERAL WAY WA 98003 iYTX1L 980 7E 1 0006/02 16 A T 'T e' T- P T E D — N %a'e " w;.-tiit n iti N UNABLE TO rhF-149aF 6Ce munity Development :)f Federal Way 5 8th Ave. South ral Way, WA 98003-6325 munity Development of Federal Way 'S 8th Ave. South !ral Way, WA 98003-6325 i 8th Ave. South al Way, WA 98003-6325 E:- .AT -�--iLE 099!c 98D ,:a MAY 201.E ;l-'Itci 3 L 6453450130 MATHEW WILSON 29645 18TH AVE S #B-101 FEDERAL WAY WA 98003 K 0*1�,al P-ti NIXIE Sao 7E 1 6606 0-&f i6 RETURN 1 S-NW� J NOT K w t Yr i * 192 6-g0E?v123-2w7 - 42 ��?�-� � i�lil�lliElidllli;!Illll,lil�llflil�lll!�111711e17yilll��R.R, �i:Gsd NNNnn 6453450120 STROK OLGA+YENOKH 29645 18TH AVE S FEDERAL WAY WA 98003 [T — NIXIE 980 5E 1 .6 RETURN TO SENDER iN-SU77T T-�Tk" isDuREE' y y'a.� qa'��^'%,o. :� n:•i� Iliillliilii 94igi�il�IIIFII�EfidIlili�ilil�liidt411�11��1:11�i1d 6453450100 KAUR MANINDER 29645 18TH AVE S #A302 FEDERAL WAY WA 98003 h ti r 7--/ AN ' NIXIE 98O 7E 1 0006/02/1.6 � RETURN TK1 SENDER isT.TcMr T E D - NOT KNOWN .� SI: 98003632525 *19-6-04102®27- 42 Jill i1iliil;liflllflllillili,lil11i111l1III IIli llddI+iillhll 41k CITY OF Application f L n Federai Way or Land use / 33325 8" Avenue South Development Project Mailing Labels Federal Way, WA 98003-6325 www;cit)a ederalwyy.com Please Note: This application for mailing labels can only be used in conjunction with City of Federal Way land use or development applications. Mailing labels received from this application shall only be for the applicant or property owner and shall not be used for commercial purposes. r �1 Requestor's Name. V "" v'`� Date: Address: (� Phone Number: X �� City: E-Mail Address: State: Zip Code: Subject Property's Tax-Lot#(s)t: f�� 0✓�l P / �l �� (10-digit number) Mailing Notification Radius: 2®ro feet Number of Mailing Label Sets: 0 2 3 4 (Please circle the number of sets needed) Within seven working days from submittal of application form, you will receive the following: Set(s) of mailing labels (envelopes not included) and for each parcel within the mailing notification radius of the subject property. Each label will include the parcel number, property owner's name, and mailing address. j[Set(s) of City of Federal Way return address labels. A report listing parcel numbers, property owner names, and mailing addresses. A map delineating the parcels within the mailing notification radius of subject property. The costs for the mailing labels will be based on the number of parcels located within the mailing notification radius of the subject property. The cost will be $.70/mailing label for the first Mailing Label Set and $0.35/mailing label for each additional Mailing Label Set. There is no additional fee for the return address labels, report, and map. MAILING LABEL DISCLAIMER The undersigned applicant acknowledges that the mailing labels will be produced with the most current and accurate information available to the City at the time of the request. Property ownership and mailing address information is maintained by the King County Assessor's Office and the City of Federal Way is providing this information as a convenience and service to its customers. The City makes no representation or warranty as to the accuracy of the information contained on the mailing labels. Mailing labels cannot be provided for parcels located in Pierce County. The undersigned further acknowledges and represents that the mailing labels can not be used for "commercial" purposes, and that the mailing labels are being used only for the purpose of notifying property owners of pending land use or development related actions and projects. Dated this day of 20 (Signature of Applicant) (Printed Name of Applicant) 'Pursuant to FWRC 19.05.190, subject property means the entire lot or parcel, or series of lots or parcels, on which a development, activity or use exist or will occur, or on which any activity or condition subject to development regulations exist or will occur. Bulletin #002 — January 1, 2011 Page 2 of 3 k:\Handouts\Mailing Labels Application RECEIVED MAY 16 2016 WAC 197-11-965 Adoption notice. CITY OF FEDERAL WAY NEPA Documented CE CDS Sacajawea Middle School Safe Routes to School ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT adoption for (check appropriate box) W DNS r EIS F- other ............ Description of current proposal The project provides a sidewalk and bicycle lane on the south side of SR 509 (S Dash Point Road) from the existing improvements at Redondo Way S to the entrance to Sacajawea Middle School; including planter strip, illumination, storm drainage, and required ADA facilities. The project also includes an ADA path across the park/school parking lot connecting to the front of Sacajawea Middle School. Proponent The project will be constructed by the City of Federal Way. Grant funding is provided by Federal Safe Routes to School funding. Location of current proposal The project lies entirely within the City of Federal Way. The project limits are along S Dash Point Road from the intersection with Redondo Way S to the easternmost entrance to Sacajawea Middle School (approximately 900 LF) and also across the park/school parking lot to the front of the school building. Title of document being adopted NEPA Categorical Exclusion Documentation Form - Sacajawea Middle School Safe Routes to School Agency that prepared document being adopted City of Federal Way Date adopted document was prepared March 8, 2016 Description of document (or portion) being adopted NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: Not Applicable The document is available to be read at (place/time) City of Federal Way City Hall. 8:00 AM to 5:00 PM, Monday through Friday, except holidays. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision maker. Name of agency adopting document City of Federal Way Contact person, if other than responsible official Phone Christine Mullen, P.E. (253) 835-2723 Responsible Official Phone Department of Community Development (253) 835-2643 Address City of Federal Way 33325 8th Avenue S Federal Way, WA 98003 Date Signature Isaac Conlen Planning Division Manager, Community Development Dept [Statutory Authority: RCW 43.21C.110. 84-05-020 (Order DE 83-39). § 197-11-965, filed 2/10/84, effective 4/4184.1 Page 1 K:\STREETS\PROJECTS\Sacajawea MS - SRTS\Design\Environmental & 4(f)1Hdoption Notice.docx - pa ors l Transportation [ice erat ar� NEPA Categorical Exclusion Documentation Form Federal Aid Project Number Date 7 Intent of Submittal SRTS-0509(031) January 19, 2016 rj Preliminary st Final j Re -Evaluate Agency Project Title City of Federal Way Sacajawea Middle School SRTS County King Beginning MP: 13.97 Township(s): 21N Ending MP: 14.20 Range(s): 04E Miles: 0.23 1 Sedon(s): SE 5 Part 1 -Project Description The project provides a sidewalk and bicycle lane on the south side of SR 509 (S Dash Point Road) from the existing improvements at Redondo Way S to the entrance to Sacajawea Middle School; including a planter strip, illumination, storm drainage, and required ADA facilities. Part 2 - Categorical Exclusion Fseeleat'�,gne CE frgm2Z CFR 771.117 {Appendix A) that fits the entire project 3 - Bicycle, Pedestrian Facilities Local Regional Authority Engineer NEPA Approval Signatures Local Programs Environmen l Engineer - - I=' O - Federal Highway Administration Completed by (Print Of del's Name): Brian Chase, PE DOT Form 140-100 Revised =015 Date Date Date Date Telephone (include area code): E-mail address: 206-267-1050 brian@kpg.com Page 1 Part 3 - Permits, Approve Yes No Permit of Approval ❑ ✓ Corps of Engineers ❑ Sec. 10 ❑ Sec. 404 Nationwide Type l Individual Permit No. ✓ Coast Guard Permit ✓ Coastal Zone Management Certification i ✓ Critical Areas Ordinance (CAO) Permit ✓ Forest Practices Act Permit ✓ Hydraulic Project Approval d' S't D veto ment Perm€ts Is & Right of Way (ROW) Yes No Permit or Approval I ✓ Water Rights Permit ✓ Water Quality Certification - Section 401 Issued by ✓ Tribal Permits(s) (If any) i ✓ Other Permits (List) , I ✓ ROW acquisition required? If yes, amount needed: i ✓ Is relocation required? ✓ Local Buil ing or i e e p � ✓Local Clearing and Grading Permit I I. ✓Has ROW already been acquired for this ✓ National Pollutant Discharge Elimination System project? If yes, attach responses to Appendix F In NPDES Baseline General for Construction the CE Guidebook. Shoreline Permit ✓ Has an offer been made or have negotiations I ✓ State Waste Discharge Permit begun to acquire ROW for this project? If yes, ✓ TESC Plans Completed' attach responses to Appendix F In the CE Guidebook. _1 ✓ Is a detour required? If yes, please attach detour information. Other Federal Agencies - Does the project involve any federal properties, approvals or funding from other/ additional federal agencies? ❑ Yes ✓ No If yes, please describe. Part 4 - Environmental Considerations Will the project involve work in or affect any of the following? Identify proposed mitigation. Attach additional pages or supplemental information if necessary. 1. Air Quality - Identify any anticipated air quality issues. • Is the project exempt from Air Quality conformity requirements? ✓ Yes ❑ No If Yes, identify exemption - please refer to Appendix G in the CE Guidebook for a list of exemptions. Bicycle and pedestrian facilities. • Is the project included in the Metropolitan Transportation Plan? ✓ Yes ❑ No If Yes, date Metropolitan Transportation Plan was adopted 1/9/2015 • Is the project located in an Air Quality Non- Attainment Area or Maintenance Area for carbon monoxide, ozone or PM 10? J ✓ Yes : No 2. Critical and Sensitive Areas • Is this project within a sole source aquifer? ! ; Yes ✓ No If Yes, please list exemption • If no, date of EPA approval • Will this project impact Species/Habitat other than ESA listed species?i Yes ✓ No • Explain your answer No Priority Habitat or Species was found on WDFW website. • Is this project within one mile of a Bald Eagle nesting territory, winter concentration area or communal roost? ❑ Yes ✓ No • Will blasting, pile driving, concrete saw cutting, rock drilling or rack scalinp. activities occur within one mile of a Bald Eagle nesting area? f_ -4 Yes ✓ No • Are wetlands present within the project area? Yes ✓ No If yes, estimate the impact in acres Please attach a copy of the proposed mitigation plan. DOT Form 140-100 Revised WNW Cultural Resources/Historic Structures - Identify any historic, archaeological or cultural resources present within the projects' Area of Potential Effects. Does the project fit into any of the exempt types of projects listed in Appendix J of the CE Guidebook? If Yes, note exemption below. ✓ Yes [__J No A-4 Landscape shoulders/slopes, A-16 New lighting/signs, A-] 7 Sidewalks, shoulder widening, A-23 Utility trenching If No: Date of DAHP concurrence: Date of Tribal consultation(s) (if applicable): Adverse effects on cultural/historic resources? U Yes U No If Yes, date of approved Section106 MOA 4. Floodplains and Floodways Is the project located in a 100-year floodplain? U Yes ✓ No If Yes, is the project located within a 100-year floodway? Yes ✓ No Will the project impact a 100-year floodplain? i Yes ✓ No If Yes, describe impacts. 5. Hazardous and Problem Waste - Identify potential sources and types(s). a) Does the project require excavation below the existing ground surface? ✓ Yes ❑ No b) Will groundwater be encountered? I Yes ✓ No c) Will any properties be acquired as part of the is project? r Yes ✓ No d) Is this site located in a n undeveloped area (Le. no buildings, parking, storage areas or agriculture? 17 Yes ✓ No e) Is the project located within a one -mile radius of a known Superfund Site? j._ !Yes ✓ No f) Is this project located within a % mile radius of a site or sites listed on any of the following Department of Ecology databases? (If Yes, check the appropriate boxes below. ✓ Yes. i No ✓ Voluntary Cleanup Program (VCP), State Cleanup Site (SCS), or Independent Cleanup Programs (ICP) ✓ Underground Storage Tank (UST) ✓ Leaking Underground Storage Tank (LUST) I-] Confirmed and Suspected Contaminated Sites List (CSCSL) g) Has site reconnaissance (windshield survey) been performed? ✓ Yes I] No (Please identify any properties not identified in the Ecology or ERS database search as an attachment - name, address and property use) h) Based on the information above and project specific activities, Is there a potential for the project to generate, acquire or encounter contaminated soils, groundwater or surface water?❑ Yes ✓ No Please explain: Project involves minor road widening, sidewalk, illumination and channclization, Ground disturbance will be minimal with the deepest excavation for minor utility upgrades/relocations and installation of street lighting. All sites with potential to contribute contamination in the project vicinity have been identified and documented. These sites are not part of the project and no right of way will be acquired from listed sites/facilities. CrM1 �'1;ke \�O 6 If you responded Yes to any of the previous questions (5A-5Cm 5F and 5H), contact your Region LPE for assistance as a 'Right -Sized" HazMat Analysis Report/Memorandum most likely will be required. DOT Form 140-100 Revised 8/2016 Part 4 - Environmental Considerations (continued) 6. Noise Does the project involve constructing a new roadway? ':.. i Yes ✓ No Is there a change in the vertical or horizontal alignment of the existing roadway? i.Yes No Does the project increase the number of through traffic lanes on an existing _ roadway? I Yes ✓ No Is there a change in the topography �. Yes ✓ No Are there auxiliary lanes extending 1 '/ miles or longer being constructed as part of the is project? i ,Yes ✓ No if you answered Yes to any of the preceding questions, identify and describe any potential noise receptors within the project area and subsequent impacts to those noise receptors. Please attach a copy of the noise analysis if required. N/A If impacts are identified, describe proposed mitigation measures. N/A 4(f)/6(f) Resources: parks, recreation areas, wildlife refuges, historic properties, wild & scenic rivers, scenic byways a. Please identify any 4(f) properties within the project limits and the areas of impacts. Adjacent to 5 ajawea Park with ADA pedestrian path th in park p ar n I t. util�L C `Ii`t: [��-�—y b. Please identify any properties within the project limits t}iat used funds from the Land & Water O Vr4 Conservation Fund Act. None C. Please list any Wild and Scenic Rivers and Scenic Byways within the project limits. None 8. Agricultural Lands -Are there agricultural lands within 300 feet of the project limits?. ❑ Yes ✓ No If Yes, please describe impacts. If present, is the land considered to be unique and prime farmland? ❑ Yes ✓ No If Yes, date of project review by Natural Resource Conservation Service (NRCS) 9. Rivers, Streams (continuous or intermittent) or Tidal Waters a. Identify all waterbodies within 300 feet of the project limits or that will otherwise be impacted. Redondo Creek b. Identify stream crossing structures by type. None DOT Form 140-100 Revised M015 Part 4 - Environmental Considerations (continued) 10. Tribal Lands - Identify whether the project will occur within any Tribal lands, including reservation, trust and fee lands. Please do not list usual and accustomed area. None 11. Water QualitylStormwater Will this project's proposed stormwater treatment facility be consistent with the guidelines provided by either WSDOT's HRM, DOE's stormwater management manual for eastern/western Washington or a local agency equivalent manual? ✓ Yes ❑ No If No, explain proposed water quality/quantity treatment for the new and any existing impervious surface associated with the prosed project. Amount of existing impervious surface within the project limits: 48,500 Net new impervious surface to be created as a result of this project: 10,700 12. Previous Environmental Commitments Describe previous environmental commitments that may affect or be affected by the project - If any. None 13, Environmental Justice Does the project meet any of the exemptions noted in Appendix L of the NEPA CE Guidebook? ✓ Yes U No If Yes, please note the exemption and appropriate justification in the space below. Exemption 2 - Lighting, Signs Exemption 6 - Sidewalks & shoulder widening within ROW Exemption 7-Utility installation or replacement Exemption 8-Bicycle lane & pedestrian facilities If No, are minority or low-income populations located within the limits of the project's potential impacts? []Yes ❑ No If No, attach appropriate data to support findings_ If Yes, describe impacts and attach appropriate supporting documentation. Findings should be confirmed using at least two information sources. Please refer to the NEPA CE Guidebook for more information. Part 5 - Biological Assessments and EFH Evaluations 1. Do any listed species potentially occur in the project's action area and/or is any designated critical habitat present within the project's action area? Attach species listings. j—lYes ✓ No 2. Will any construction work 3. Does the project involve blasting, Affected ESA Listed Species occur within 0.5 mile of any of the pile -driving, concrete sawing, rock - following? drilling or rock scaling activity within one mile of any of the following? Oregon Spotted Frog proposed ❑ Yes ✓ No ❑ Yes ✓ No critical habitat or suitable habitat? Yellow -billed Cuckoo suitable n Yes ✓ No ❑ Yes ✓ No habitat? Spotted Owl management areas, ❑ Yes ✓ No ❑ Yes ✓ No designated critical habitat or suitable habitat? DOT Farm 140-100 Page 5 Revised 8/2015 - Marbled Murrelet nest or occupied I. Yes ✓ No ❑ Yes ✓ No stand, designated critical habitat or suitable habitat? Western Snowy Plover designated ❑ Yes ✓ No ❑Yes ✓ No critical habitat? Is the project within 0.5 mile of ❑ Yes ✓ No ❑ Yes ✓ No marine waters? If Yes explain potential effects on'Killer Whales and on Marbled Murrelet foraging areas. Killer Whale designated critical El Yes ✓ No ❑Yes ✓ No habitat? Grizzly Bear suitable habitat? ❑ Yes ✓ No ❑ Yes ✓ No Gray Wolf suitable habitat? ❑ Yes ✓ No ❑ Yes ✓ No Canada Lynx habitat? ❑ Yes ✓ No ❑ Yes ✓ No Columbia White-tailed Deer [Yes ✓ No El Yes ✓ No suitable habitat? Woodland Caribou habitat? i Yes ✓ No ❑Yes ✓ No Streaked Homed Lark designated ❑ Yes ✓ No ❑ Yes ✓ No critical habitat of suitable habitat? Taylor's Checkerspot designated ❑Yes ✓ No ❑Yes ✓ No critical habitat or suitable habitat? Mazama Pocket Gopher U Yes ✓ No ❑ Yes ✓ No designated critical habitat or suitable habitat? Eulachon designated critical Yes ✓ No ❑ Yes ✓ No habitat or suitable habitat? Rockfish proposed critical habitat El Yes ✓ No ❑Yes ✓ No or suitable habitat? ! I A mature coniferous or mixed ✓ Yes ❑ No ✓ Yes ❑ No forest stand? 4. Will the project involve any in -water work? [—]Yes ✓ No 5. Will any construction work occur within 300 feet of any perennial or intermittent waterbody that either supports or drains to waterbody supporting listed fish? ❑ Yes ✓ No 6. Will any construction work occur within 300 feet of any wetland, pond or lake that is connected to any permanent or intermittent waterbody? ❑ Yes ✓ No 7. Does the action have the potential to directly or indirectly impact designated critical habitat for salmonids (including adjacent riparian zones)? ❑ Yes ✓ No 8. Will the project discharge treated or untreated stormwater runoff or utilize water from a waterbody that supports or drains into a listed -fish supporting waterbody? Yes ✓ No 9. Will construction occur outside the existing pavement? If Yes go to 9a. ✓ Yes ❑ No 9a. Will construction activities occurring outside the existing pavement involve clearing, grading, filling or modification of vegetation or tree -cutting? ✓ Yes 'No 10. Are there any Federally listed Threatened or Endangered plant species located within the project limits? If Yes, please attach a list of these plant species within the action area. I !Yes ✓ No 11. Does a mature t:vnneivub vi 0111- 1-- aianv site? ✓ Yesr] No DOT Form 140-100 Revised 6/2015 Analysis for No Effects Determination - If there are any Yes answers to questions in Part 5, additional analysis is required. Attach additional sheets if needed. Project work is located in a developed urban area adjacent to S Dash Point Road. It will not occur near a wetland and does not have the potential to affect listed species or habitats. Project involves minor road widening, curb and gutter, sidewalk, illumination and channelization. Erosion and Sediment Control Best Management Practices (BMP's) will be installed prior to any land disturbing activities. These include silt fencing, catch basin inserts, erosion control blanket, and other measures as necessary. Analysis for RRMP ESA 4(d) determination for NMFS -A local agency must be certified by the Regional Road Maintenance Forum to utilize 4(d) Maintenance Category (check all that apply) ❑ 1 Roadway Surface _.. 6 Stream Crossings ❑2 Enclosed Drainage Systems . 17 Gravel Shoulders ❑ 3 Cleaning Enclosed Drainage Systems k 8 Street Surface Cleaning ., 4 Open Drainage Systems J 9 Bridge Maintenance 5 Watercourses and Streams i.. 10 Snow and Ice Control Describe how the project fits in the RRMP 4(d) Program 41 Emergency Slide/Washout Repair 12 Concrete r 13 Sewer Systems 114 Wafer Systems r 1 ; 15 Vegetation Effect Determinations for ESA and EFH If each of the questions in the preceding section resulted in a "No" response or if any of the questions were checked "Yes," but adequate justification can be provided to support a "no effect" determination, then check "No Effect" below. If this checklist cannot be used for Section 7 compliance (i.e., adequate justification cannot be provided or a "may effect" determination is anticipated), a separate biological assessment document is required. N /MFS ✓ No Effect i NLTAA- Date of Concurrence 111 I LTAA - Date BO issued RRMP 4(d) DOT Form 140-100 Revised 8/2015 US/FWjS EFH Determination �/ ((l(�j ✓ No Adverse Effect l 'Adverse Effect- Date of NMFS concurrence Part 6- FHWA Comments CITY of cam. Federal February 29, 2016 Mr. Ed Conyers Local Programs Engineer WSDOT NW Region PO Box 330310 Seattle, WA 98133-9710 CITY HALL �� 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Re: Sacajawea Middle School Safe Routes to School; SR 509 /S Dash Point Rd Parks Section 4(f) Support Letter Dear Mr. Conyers: As the public official with jurisdiction over City of Federal Way parks, I am writing this letter in support of the Sacajawea Middle School Safe Routes to School project. This project will construct sidewalk improvements within the public right-of-way along Dash Point Road, and will enhance pedestrian access across park property (along existing pedestrian paths & through the parking lot) to the front of Sacajawea Middle School. Based on our evaluation of the proposed construction improvements, the project will enhance the activities, features, and attributes that qualify this property for Section 4(f) protection. I trust this letter confirms the City of Federal Way Parks Department's commitment to this project while maintaining our long-term commitment to preserving and enhancing these public assets. Si2ohn rely, Hu on Parks Director CC: Pw Project File AG 15-175 ChriAlne Mullen From: Brian Chase <brian@kpg.com> Sent: Tuesday, February 09, 2016 4:07 PM To: Segami, Phil Cc: Christine Mullen; Nelson Davis Subject: RE: Sacajawea SRTS NEPA CE Form Categories: SACAJAWEA SRTS Phil, Can you please provide us an update on the City of Federal Way Sacajawea Middle School Safe Routes to School project. What does the schedule look like for the NEPA review? To answer Melanie's questions below, the project will not be acquiring any private land and will be entirely on City property (road ROW and City park property). The geotech reports groundwater at 7ft to 8ft and the deepest excavation will be for the City standard luminaire foundation that has a depth of 4.5ft. Thanks Brian Chase, PE Project Engineer KPG I SEATTLE • TACOMA 753 9th Avenue North Seattle, WA 98109 Direct Ph: 206.267.1050 brian@kpg.com From: Vance, Melanie [mailto:VanceM@wsdot.wa.gov] Sent: Wednesday, January 20, 2016 1:31 PM To: Segami, Phil <SegamiP@wsdot.wa.gov> Cc: Christine Mullen (Christine.MuIle n@cityofFederalway.com) <Christine.Mullen@citvoffederalwa ..com>; Nelson Davis <Nelson@kpg.com>; Brian Chase <brian@kpg.com> Subject: RE: Sacajawea SRTS NEPA CE Form Hey Phil — I have a couple of questions on this one. On Page 2, it says that there is no r/w needed, yet there is a de minimis? If we are building next to the park, but still in public r/w, then we don't need the de minimis. For haz mat, how deep will the posts be? Some of those foundations can go 8-10'. And any idea what the likely groundwater depth is at the site? Melanie Vance Environmental Engineer : Local Programs : WSDOT vancem@wsdot.wa.P,ov : 360-705-7376 PO Box 47390 : 310 Maple Park Avenue SE, Olympia WA 98504 From: Brian Chase mai€to:brian k .com] Sent: Tuesday, January 19, 2016 1:38 PM To: Segami, Phil Cc: Christine Mullen (Christine. Mullen ci offederalwa .com); Nelson Davis; Vance, Melanie Subject: Sacajawea SRTS NEPA CE Form Phil; We zwe'submitting to WSDOT the attached NEPA Categorical Exclusion Documentation Form with supporting documents for the City of Federal Way Sacajawea Middle School Safe Routes to School project. In this we are including a Section 4(f) De Minimis Impact Determination form for Sacajawea Park. Please let us know if there is anything else you need for this project or have any questions. Thanks Brian Chase, PE Project Engineer KPG I SEATTLE • TACOMA 753 9th Avenue North Seatt[e, WA 98109 Direct Ph: 206.267.1050 brian@kpg.com From: Segami, Phil mailto:Se amiP wsdot.wa. ovj Sent: Tuesday, November 24, 2015 2:43 PM To: Brian Chase <brian@kpg.com> Cc: Christine Mullen (Christine.Mullen _ citvoffederalway.com) <Christine.Mullen@cityoffederalway.com> Subject: FW: Sacajawea SRTS Area of Potential Effect fyi From: deBoer, Trent Sent: Friday, November 20, 2015 10:19 AM To: Segami, Phil Subject: RE: Sacajawea SRTS Area of Potential Effect Thanks Phil. I've reviewed the proposed project against the Department of Archaeology & historic Preservation's cultural resources database and I believe the project meets exemptions A-4, A-16, A-17, and A-23 of FHWA's Section 106 programmatic agreement. Please let me know if you have any questions. Trent de Boer WSDOT Archaeologist Local Programs PO Box 47390 Olympia, WA 98504 360-705-7879 From: Segami, Phil Sent: Thursday, November 19, 2015 10:11 AM To: deBoer, Trent Subject: FW: Sacajawea SRTS Area of Potential Effect APE Request for your review. No fed aid number yet. Thanks. 'N From: Brian Chase [mailto:brian@kpg.com] Sent: Thursday, November 19, 2015 9:59 AM To: Segami, Phil Cc: Christine Mullen; Nelson Davis Subject: Sacajawea SRTS Area of Potential Effect Phil, I'm 'sending attached the APE for thE"-N of Federal Way Sacajawea Middle Schc/lafe Routes to School project. Please aet,us know if you have any questions or need any additional information to process. Thanks Brian Chase, PE Project Engineer KPG I SEATTLE • TACOMA 753 9th Avenue North Seattle, WA 98109 Direct Ph: 206.267.1050 brian@kpg.com SCHEDULE OF DRAWINGS SHEET NO. TITLE 1 COVER 2 INDEX SHEET & SURVEY CONTROL 3 LEGEND AND ABBREVIATIONS 4 ROADWAY TYPICAL SECTIONS 5 ROADWAY DETAILS 6-7 SITE PREPARATION 8-11 ROADWAY PLAN & PROFILE 12-14 CURB RAMP DETAILS 15-17 DRAINAGE PLAN & PROFILE 18-20 DRAINAGE DETAILS 21 WALL PLAN & PROFILE 22 WALL DETAILS 23-24 ILLUMINATION PLAN 25-26 LANDSCAPE PLAN 27 LANDSCAPE SCHEDULE & DETAILS 28-29 IRRIGATION PLAN 30-31 IRRIGATION SCHEDULE & DETAILS 32-33 CHANNELIZATION PLAN 34-35 TEMPORARY TRAFFIC CONTROL PLAN City of Federal Way Public Works Department Federal Way, Washington SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL MAY 2016 FA N0. SRTS - 0509(031) 4:�k� Federal Way _. on;aecr: 100% REVIEW CALL 811 SUBMITTAL 2 DAYS BEFORE YOU DIG AAL L.d� PROJECT LOCATION PUGET SOUND a 5 x r Pj Rp o S pPS� S 312TH ST S 1320TH ST RECEIVED MAY 16 2016 CITY OF FEDERAL WAY CDS V) w S 288TH ST DASH PT Ru S 30�a S 30 EXIT #143 A34 n 0THH a w A \! Q S 348TH ST F S 356TH ST VICINITY MAP Ld Q S 360TH ST Q6 O9 15 23 © 28 32 ynp�l SHEET INDEX ® SITE PREPARATION PLAN m ® ROADWAY PLAN AND PROFILE CONTROL 5 0 ® DRAINAGE PLAN AND PROFILE ONTROL 4 O ILLUMINATION PLAN D® LANDSCAPE PLAN ® IRRIGATION PLAN _ -2� N CHANNEIIZATION &SIGNING PLAN O a�S�4 Al f0 16 24 Q6 29 33 ' �Q&N>19 32 SACAJAWEA MIDDLE SCHOOL SACAJAWEA PARK PLAN 0 50 100 200 300 SCALE IN FEET SACAJAWEA MIDDLE SCHOOL - S DASH POINT ROAD (SR 509) NUMBER START STA NORTHING EASIING LENGTH BRNG/DELTA RADIUS PI STA TAN L1 10+00 125850.19 127302.53 839.575 N 60'50'06.4869"E C1 18+39.575 126259.34 1273035.66 220.438 49'49'23.2789" 253.5 19+57.31 117.73 L2 20+60.01 126275.17 1273248.63 9.36 S 69'20'30.2343" E C2 20+69.377 1 126271.87 1273257.39 124.49 2719'51.8689" 260.98 21+32.83 63.45 L3 21+93.86 126202.34 1273359.23 57.40 S 42'00'38.3654" E L4 22+51.27 126159.69 1273397.65 56.28 S 36'08'40.5131" E REVISIONS ENGINEERING MANAGER PROJECT MANAGER 15132NDX dwg FILENAME BDC 05116 DATE DESIGNED BY DATE BMC 05/16 O ATE DRAWN BY DATE BDC OW16 DATE CHECKED BY DATE x m ti \�S SH POINT RD (SR 509) SURVEY CONTROL POINTS NUMBER NORTHING EASIING DESCRIPTION 1 125757.96 1272164.25 RC 3 2 126136.63 1272937.84 HT SET 101 3 126252.95 127294-1.74 PK100 4 126337.64 1273193.24 MIC 5 126320.80 1273278.28 PK102 6 126102.28 1273373.25 HT SET 103 NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM URLITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 2 FIELD SURVEY: KPG, OCTOBER, 2015 AND APRIL 2016. 3. CONTOUR INTERVAL = 1 FOOT. 4. STORM CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. HORIZONTAL DATUM CITY OF FEDERAL WAY, WASHINGTON STATE PLANE, NORTH ZONE, NAD 03/91, PER THE FOLLOWING POINTS: FW118 N 125641.04 E 1270805.18 FW119 N 125715.24 E 1274764.57 VERTICAL DATUM CITY OF FEDERAL WAY, NGVD 29, PER THE FOLLOWING POINTS: FW118 336.3 FEET FW119 508.9 FEET 7 WIVI�� 100% REVIEW CILYOF SACAJAWEA MIDDLE SCHOOL (206)2,WA95109 76mn3,WA9A" SUBMITTAL Federal Way SAFE ROUTES TO SCHOOL (20fi)2B61640 ! (253)627-0720 www..kpgcam INDEX SHEET & SURVEY CONTROL KPG PROJECT No 15132 1 SHT 2 OF 35 MONUMENT IN CASE 01 TELEPHONE MANHOLE SURFACE MONUMENT TD TELEPHONE RISER REBAR & CAP 0 TELEPHONE VAULT LID SPOT SHOT (DESCRIBED) TELEPHONE POLE CATCH BASIN 0 TV VAULT LID STORM DRAIN MANHOLE @ FIBER OPTIC MANHOLE YARD DRAIN ID GAS VALVE DOWNSPOUT ® GAS METER __0 STORM DRAIN CLEAN -OUT WATER VALVE O SEWER MANHOLE ® WATER METER "0 SEWER CLEAN -OUT WATER MANHOLE o POWER POLE FIRE HYDRANT $ POWER POLE WITH UG CONNECT a FIRE DEPARTMENT CONNECT POWER VAULT LID 0 UTILITY VAULT LID (GENERIC/UNKNOWN) POWER TRANSFORMER uo UTILITY ACCESS (GENERIC/UNKNOWN) POWER METER o BORE SITE (WITH FIELD DESCRIPTION) POWER OUTLET o BOULDER GUY ANCHOR SIGN -. TRAFFIC SIGNAL WITH LUMINAIRE W MAILBOX PEDESTRIAN SIGNAL � SHRUB JUNCTION BOX TYPE 1, 2, 3 - GRASS TRAFFIC CONTROL CABINET DTI 2(3) DECIDUOUS TREE, DIAM. IN INCHES (# OF TRUNKS) TRAFFIC SERVICE CABINET cnz(3) CONIFEROUS TREE, DIAM. IN INCHES (# OF TRUNKS) TRAFFIC ATTENUATOR LOOP STREET LIGHT (LUMINAIRE) LOT LIGHT o` I YARD LIGHT Q W 0 iNO DATE BY APPR N C) U o D_ REVISIONS Approved By 15132NDXdwg FILENAME BDC 05/16 ENGW504 INiG MANAGER DATE DESIGNED BY DATE BMC 05/16 PROJECT MANAGER DATE DRAWN BY DATE BDC 05/16 PROJECT ENGINEER DATE CHECKED BY DATE SD s ABBREVIATIONS AC ASPHALT CONCRETE MH MANHOLE PAINTED POWER ■: CONIC INLET OR CATCH BASIN TYPE 1 ACP ASPHALT CONCRETE PAVEMENT MIC MONUMENT IN CASE ADA AMERICANS WITH DISABILITIES ACT MJ MECHANICAL JOINT PAINTED TELEPHONE CATCH BASIN TYPE 2 AP ANGLE POINT MON MONUMENT Co SEWER MANHOLE APPROX APPROXIMATE N NORTH OR NORTHING PAINTED FIBER OPTIC BLDG BUILDING NAVD NORTH AMERICAN VERTICAL DATUM STORM PIPE WITH DIRECTION OF FLOW CB CATCH BASIN NO NUMBER PAINTED TV CCP CEMENT CONCRETE PAVEMENT NTS NOT TO SCALE SIDE SEWER WITH CLEANOUT CDF CONTROLLED DENSITY FILL OC ON CENTER PAINTED WATER WATER PIPE CFW CITY OF FEDERAL WAY OD OUTSIDE DIAMETER CHLK CHAINLINK PC POINT OF CURVE PAINTED GAS 0 WATER METER CENTERLINE PCC POINT OF COMPOUND CURVATURE CL CLASS PCCP PERVIOUS CEMENT CONCRETE PAVEMENT STORM N WATER VALVE CO CLEANOUT PI POINT OF INTERSECTION COL COLUMN POE) POINT OF BEGINNING R FIRE HYDRANT CONIC CONCRETE POE POINT OF ENDING SEWER CSBC CRUSHED SURFACING BASE COURSE PRC POINT OF REVERSE CURVATURE SIGN CSTC CRUSHED SURFACING TOP COURSE PT POINT OF TANGENT FENCE DI DUCTILE IRON PVC POLYVINYL CHLORIDE OR X CHAIN LINK FENCE DIA DIAMETER POINT OF VERTICAL CURVATURE HEDGE (HEIGHT NOTED) F FILL EMBANKMENT LINE DW DRIVEWAY PVT POINT OF VERTICAL TANGENT E EAST OR EASTNG PVI POINT OF VERTICAL INTERSECTION BUILDING C CUT EMBANKMENT LINE EA EACH R RADIUS v v a v v v ELEV ELEVATION ROW RIGHT OF WAY DETECTABLE WARNING SURFACE EDP EDGE OF PAVEMENT RT RIGHT PAINTED STRIPE HMA CL 1/2' PG 64-22 FOR NEW PAVEMENT EW EACH WAY S SLOPE OR SOUTH RAISED -BUTTON SOLID STRIPE EXIST EXISTING SO STORM DRAIN FF FINISHED FLOOR SDMH STORM DRAIN MANHOLE CEMENT CONCRETE FL FLAW LINE SE SOUTHEAST RAISED -BUTTON SKIP STRIPE FO FIBER OPTIC SHT SHEET RESERVOIR COURSE FOC FACE OF CURB SQ SQUARE EDGE OF PAVEMENT HMA HOT MIX ASPHALT SS SANITARY SEWER CSTC HORIZ HORIZONTAL SSMH SANITARY SEWER MANHOLE FLOWLINE HP HIGH POINT ST STREET ® CSBC ID INSIDE DIAMETER STA STATION CONTOUR IE INVERT ELEVATION STD STANDARD ® TREE GRATE IN INCH/INCHES STCR STRUCTURE EXISTING RIGHT-OF-WAY LINE JB JUNCTION BOX SW SOUTHWEST IY7 SIGNAL CONTROLLER CABINET L LENGTH TYP TYPICAL PROPERTY LINE LT LEFT VERT VERTICAL CK ELECTRICAL SERVICE CABINET LF LINEAR FEET W WEST CONCRETE LED BATTERY BACKUP POWER SUPPLY LP LOW POINT YD YARD DRAIN MAX MAXIMUM GRAVEL m QD JUNCTION BOX TYPE 1, 2, 8 MIN MINIMUM ---- CONDUIT 7539hAi xb EJelfee l 100% REVIEW 4& "T'' Or SACAJAWEA MIDDLE SCHOOL Seato.WA98109 T53)62-0720 2 SUBMITTAL Federal I�Ifay SAFE ROUTES TO SCHOOL (2g6)2BG1640 I (253)621-0720 xwa.kpg.com LEGEND AND ABBREVIATIONS KPG PROJECT No 15132 I SHT 3 OF 35 ..A EXISTING HMA PARKING LOT EXISTING CURB TO REMAIN 2' MIN .5' 8' SIDEWALK 0. ' 8' SIDEWALK 6' HMA 3.5' 8' PED WALK TION 0.5% MAX TRANSI EXISTING HMA 9 .% MIN CURB REVEAL HEIGHT PARKING LOT �- 20% MAX VARIES EXISTING HMA 9 VARIES 2.0% MAX VARIES (MIN 2.5') 1.5% MIN PARKING LOT 0.5% MIN 0.5% MIN �� s 13 13 EXISTING CURB TO REMAIN 8 7 GRADE BREAK GRADE BREAK 14 6 SCHOOL SIDEWALK TYPICAL SECTION PARKING LOT SIDEWALK TYPICAL SECTION LOOKING NORTH/EAST LOOKING NGRTH/EAST APPROX STA 10+30 TO STA 11+30, 103.00' RT APPROX STA 11+30 TO STA 13+45, 103.00' RT NTS NTS - SEE ALTERNATE SECTION 1 S DASH POINT ROAD CONSTRUCTION ROW ROW PL 39' 10'-11' 14' 15' 7' 5.5 SHOULDER THRU LANE THRU LINE BIKE LANE 5' PLANTER 8' SIDEWALK 0. ' -11 2.0% MAX 7' � 0.5% MIN 10'-14' SHOULDER . 11'-13' THRU LANE REVISIONS Approved By . Z- '- 10 GUTTER EDGE ELEVATION S DASH POINT ROAD TYPICAL SECTION LOOKING NORTH/EAST APPROX STA 14+15 TO STA 18+00 NTS - SEE ALTERNATE SECTION 1 S DASH POINT ROAD CONSTRUCTION ROW ROW I 39' 1 `I I f I5'-T 4'-5.5' 0'-11' LEFT TURN LANE 12'-15' THRU LANE BIKE LANE Q. ' PLANTER 8' SIDEWALK 0. ' 2.0% MAX 9 7'-9.5' 0.5%MIN 3� VARIES r GUTTER EDGE ELEVATION S DASH POINT ROAD TYPICAL SECTION LOOKING NORTH/EAST APPROX STA 18+00 TO STA 22+60 NTS PARKING LOT SIDEWALK TYPICAL SECTION LOOKING NORTH APPROX STA 13+75, 124.50' RT TO APPROX STA 14+15, 6.00' RT NTS 2.0% MAX 0.51 MIN ALTERNATE SECTION 1 LOOKING NORTH/EAST APPROX STA 17+80 TO STA 19+35 NTS TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 2 ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW AS DIRECTED BY THE ENGINEER. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO PROVIDE 2' MINIMUM CLEARANCE, AS DIRECTED BY THE ENGINEER. 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER AND SIDEWALK WHERE INDICATED ON THE PLANS. B. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBING. MATERIAL CODE IT MATERIALS DESCRIPTION 1 67' HMA C_L !_/27 PG_ 64-22 fl-.5' .5' CSTC CSBC 18" CEMENT CONC TRAFFIC CURB & GUTTER 4 CFW STD DETAIL 3-4, SEE SPECIFICATIONS 5 COMPACTED SUBGRADE 4" CEMENT CONCRETE SIDEWALK (CFW STD 6 DETAIL 3-3, SEE SPECIFICATIONS _ 7 3' CSTC GRAVEL BORROW (WHEN REQUIRED BY 8 ENGINEER 9 SAWCUT & REMOVE EXISTING PAVEMENT WHERE INDICATED ON PLANS. 10 SEE LANDSCAPE PLANS FOR TREATMENT OF PLANTER AREAS, SHEETS 25-26. 11 MODULAR BLOCK CUT WALL, SEE WALL DETAIL SHEETS 21-22. 12 EXTRUDED CURB (CFW STD DETAIL 3-4A, SEE SPECIFICATIONS) 13 .3' COMMERCIAL HMA PG 64-22 14 CEMENT CONCRETE BARRIER CURB (CFW STD DETAIL 3-4). .67' CSTC 15 15132TVPSEC.tlwg FILENAME D5n6 7539dl Ave 2502Je8ersgn Ave Sea&,WA98109 Ta0DM,WA98Q 100% REVIEW SUBMITTAL "'Y °` Federal Way SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL DESIGNED BY DATE DE BMC 05116 DRAWN BY DATE BDC 05116 (206)2861640 (2531627-0120 www'kp9 cam CHECKED BY DATE ROADWAY TYPICAL SECTIONS KPG PROJECT No 15132 1 SHT 4 OF 35 LINE POST CAP 1.25' TOP RAIL 6' 2" LINE POST , — FABRIC TIE (TYP) END POST CAP f f. CORNER/END POST (EVERY OTHER POST) FABRIC BAND (TYP) `C 12" ON CENTER TENSION BAR 2" FABRIC, FUSED BONDED VINYL 1.25' BOTTOM RAIL 2 CONCRETE (TYP) I F- 8" MIN (TYP) NOTES; 1. CHAIN LINK FENCE SHALL BE PER DETAIL OR MATCH EXISTING, UNLESS OTHERWISE APPROVED BY ENGINEER. 2. ALL COMPONENTS TO BE PAINTED BLACK. 3. ALL POST AND RAIL DIAMETERS ARE INSIDE DIAMETERS. 4. END POSTS TO BE INSTALLED EVERY 48 FEET, AT ANGLE POINTS AND AT BOTH ENDS OF THE RUN. 7. FOR FENCE LOCATIONS ON WALL SEE DETAIL SHEET 22. BLACK VINYL COATED CHAIN LINK FENCE NTS REVISIONS Approved By 15132DET01.d.g FILENAME BDC 05116 ENGINEER ING UkIAAGER DATE DESIGNED BY DATE BMC 05116 PROJECT MANAGER DATE DRAWN BY DATE BDC 05N6 PROJECT£aIWNEER DATE CHECKED BY DATE EXTRUDED CURB ,. HMA PARKING LOT BEGIN CURB/END CURB,, SEE ROADWAY POINT i TABLE SHEET 8 10" i d 4 ❑� Q a CEMENT CONCRETE CENTER OF BREAK, SIDEWALK SEE ROADWAY POINT TABLE SHEET 8 PLAN VIEW SECITON VIEW EXTRUDED CURB BREAK / END DETAIL SEE ALSO PARKING LOT SIDEWALK TYPICAL SECTION SHEET 4 NTS ,53�Ave NpJ 100% REVIEW CITY°F SACAJAWEA MIDDLE SCHOOL Seate.WA T 'W"� SUBMITTAL � Federal Way SAFE ROUTES TO SCHOOL Izssl2es-lsao � Izsols2l-0izo www.kM.cm ROADWAY DETAILS KPG PROJECT No 15132 1 SHT 5 OF 35 -J 10 I Cans+' CCc I SACAJAWEA MIDDLE SCHOOL I 12 1 PLAN 0 10 20 40 60 SCALE IN FEET S DASH POINT ROAD (SR 509) FC w c c 00 16 3 g f 6 .8 S DASH POINT ROAD (SR 509) - - SITE PREPARATION POINT TABLE ® STATION OFFSET DESCRIPTION 1 10+33.33 127.00' RT MATCH EXISTING 2 11+33.36 127.00' RT AP 3 11+07.87 109.22' RT AP 4 11+19.94 100.50' RT AP 5 13+44.98 11200' RT AP 6 13+44.9B 115.50' RT AP 7 13+73.16 115.55' RT AP 8 13+73.15 124.50' RT AP 9 13+81.62 124.50' RT END SAWCUT 10 13+73.19 100.50' RT AP 11 13+73.30 39.01' RT AP 12 13+43.64 27.13' RT AP 13 13+44.76 24.34' RT AP 14 13+72.04 35.27' RT AP 15 13+79.56 22.37' RT AP 16 14+08.25 7.00' LT AP 17 18+10.48 7.00' LT AP NOTE- POINT TABLE FOR POINTS 29-41, SEE SHEET 7. w x N P � 39 40 1I (I (I I~I J r+33 432 V 1 :9 0 3�. ` \ RR16" 37� ~ . 16• :IRY4 FIRI��.L� �� -428 . Z �- r�} ��,�� 430-- x `- •-20 - U -P-ib" Sst9` - -c c D -- .--------- --_---.- P P 4�0_ =-j�-` P - �RL -`� -P -___-428 ___-P- • 41! ' � r 9 FENCE} J f . }�� 9 TREE) u•h:/ �� r 9 �TRM l FlRW 9 (SACAJAWEA PARK SIGN) 9 Y "' f { REVISIONS Approved By 15132SP01.dwg FILENAME BDC 05112 ENGINE F4 r:e 1:AxAGEA DATE DESIGNED BY DATE BMC 05/16 PRWECT MANAGER GATE DRAWN BY DATE BDC 05116 PROJECT E'N'3NEER DATE CHECKED BY DATE MIS SACAJAWEA PARK'' �13rB i PLAN 0 10 20 40 60 SCALE IN FEET 75391hAveN 2111Jefi� 100% REVIEW c "' °F (206)26-11 9 Tacam27-0720 02 SUBMITTAL � Federal Way (206(28G,640 (253)62T-0T20 w+MAA com GENERAL NOTES 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE. 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 4. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GRUBBING LIMITS. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 32-33. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEETS 15-17. 7. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OR REMOVAL OF UNDERGROUND UTILITIES. LEGEND -- - - - -• CLEARING LIMITS - - - - SAWCUT REMOVE CEMENT CONC. SIDEWALK AND/OR PAVEMENT REMOVE ASPHALT PAVEMENT AND/OR SIDEWALK HIGH VISIBILITY FENCE, PER WSDOT STD PLAN 1-10.10-01 ❑ (1.5' BEHIND CLEARING LIMITS FOR LENGTH OF FENCE) REMOVE CURB i ■ 7 CATCH BASIN INSERT PER WSDOT STD PLAN 1-40.20.00. REMOVE CONIFEROUS TREE REMOVE DECIDOUS TREE CONSTRUCTION NOTES �1 SAWCUT AND REMOVE ASPHALT PAVEMENT. REMOVE ASPHALT SIDEWALK. O3 REMOVE CURB. �6 UTILITY TO BE REMOVED AND RELOCATED BY OTHERS. D EXCAVATE ADDITIONAL DEPTH AT EXIST DITCH AS NECESSARY LJ (APPROX 1.5FT). WORK TO BE PAID UNDER UNSUITABLE FOUNDATION EXCAVATION INCL HAUL �B RELOCATE (BY CONTRACTOR). 9 PRESERVE AND PROTECT. 10 REMOVE FENCE. SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL SITE PREPARATION STA 10+00 TO STA 18+25 KPG PROJECT No 15132 7SHT 6 OF 35 �J S DASH POINT ROAD (SR 509) Au FO -7-1 _ �G 0 20 40 60 SCALE IN FEET � 1►76 cE 1ue , \9y 422� tu i71.15 dr ER+w +ICLEsSm I -422" `T - `F \ S DASH POINT ROAD (SR 509)24 � - 9 4. 25 ------------= --- �w-------= _ LA 70 -a \ 424 �a --DUCT W/TEL :. _ 1 x wsrn : _ - - � � c _ M SIN g \ 428 �47 +~` IEE 421-0 SE, 0" SiELL 19 -430- ` TIE \�426 27 \ f a--48 'S. (SIm)L'POLE. VAULT) r 4$6: � �28 �. SACAIAWEA PARK PLAN 0 10 20 40 60 SCALE IN FEET Approved By 15132SPOAn Fp.1:NME EOC 05/16 2RING MANAGER 647E DESIGNED BY DATE BMC 05116 T MA24AGER PATE DRAWN BY DATE BDC 05116 TENGINESR DATE CHECKED BY DATE SITE PREPARATION POINT TABLE ® STATION OFFSET DESCRIPTION 29 13+86.81 124.44' RT BEGIN CLEARING LIMITS 30 13+86.74 71.15' RT PC 31 13+93.80 45.64' RT PT 32 14+11.28 16.32' RT AP 33 14+46.46 23.09' RT AP 34 14+83.68 20.23' RT AP 35 15+14.51 20.59' RT AP 36 15+50.00 30.00' RT AP 37 15+77.26 17.00' RT AP 38 16+52.31 17.00' RT AP 39 17+63.63 23.67' RT AP 40 17+91.46 20.75' RT AP 41 14+40.21 25.07' RT BEGIN FENCE NOTE: FOR POINTS 29-41, SEE SHEET 6. SITE PREPARATION POINT TABLE ® STATION OFFSET DESCRIPTION 18 18+68.48 7.13' LT PC 19 19+55.44 8.32' LT PT 20 20+01.86 9.47' LT AP 21 20+60.97 8.60' LT AP 22 21+23.13 9.10' LT AP 23 21+64.97 8.77' LT AP 24 22+76.02 8.90' LT AP 25 22+97.78 3.30' LT AP 26 22+96.85 0.68' LT MATCH EXISTING 27 22+96.16 0.60' RT I MATCH EXISTING 28 22+90.55 12.23' RT END SAWCUT SITE PREPARATION POINT TABLE ® STATION OFFSET DESCRIPTION 42 18+57.04 22.53' RT AP 43 19+03.60 22.69' RT AP 44 19+75.36 16.75' RT AP 45 20+24.61 14.24' RT AP 46 21+07.98 13.67' RT AP 47 21+72-36 15.41' RT AP 48 22+8269 17.34' RT END CLEARING LIMITS 49 19+75,51 18.26' RT END FENCE 7639hAveiii2�2J 100% REVIEW "T' °F SeaWe,Wnsa,09 T6mme,Wnssa02 (206)286-1W (253)627-0720 SUBMITTAL Federal Way WVm og.w GENERAL NOTES 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 4. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GRUBBING LIMITS. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 32-33. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEETS 15-17. 7. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OR REMOVAL OF UNDERGROUND UTILITIES. LEGEND - - CLEARING LIMITS - - - - SAWCUT �. REMOVE CEMENT CONC. SIDEWALK AND/OR PAVEMENT REMOVE ASPHALT PAVEMENT AND/OR SIDEWALK HIGH VISIBILITY FENCE, PER WSDOT STD PLAN 1-10.10-01 1 (1.5' BEHIND CLEARING LIMITS FOR LENGTH OF FENCE) REMOVE CURB 1 ■ 7 CATCH BASIN INSERT PER WSDOT STD PLAN 1-40.20.00. REMOVE CONIFEROUS TREE REMOVE DECIDOUS TREE CONSTRUCTION NOTES O SAWCUT AND REMOVE ASPHALT PAVEMENT. REMOVE CEMENT CONCRETE SIDEWALK AT THE NEAREST SCORED JOINT AND AS DIRECTED IN THE FIELD BY THE ENGINEER. UTILITY TO BE ADJUSTED TO GRADE BY OTHERS. F� EXCAVATE ADDITIONAL DEPTH AT EXIST DITCH AS NECESSARY �J (APPROX 1.5FT). WORK TO BE PAID UNDER UNSUITABLE FOUNDATION EXCAVATION INCL HAUL �8 RELOCATE (BY CONTRACTOR). G9 PRESERVE AND PROTECT. SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL SITE PREPARATION STA 18+25 TO STA 23+42 G PROJECT No 15132 J SHT 7 OF 35 1 '-1 10 AC v q C9L � 1 I SACAJAWEA MIDDLE SCHOOL �\ 1 Ac � 7 fi 3 4 7 5 1 �- 2 PLAN 0 10 20 40 60 SCALE IN FEET REVISIONS _ Approved By 15132PPR01.,. FILENAME BDC Eti�-�'+EERYN3l,1A[r'AGER D .. DESIC' BMC PROJECT MANAGER DATE DRAWN BY BDC CHECKED BY PROJECT ENGINEER DATE _c ,G S DASH POINT ROAD (SR 509) r3r 4 ,L� ¢ 1� P ��- � 11 DJI,V 2027 434LU rn RC 4 1 W N: 125990.20 r 13 En x E 1272580.26 ELEV.,437.49 �'; c _ O f � � N �r w � z U 7 7 7 $ B E fi 7 �- 10 SLOPE 201 MAX } I 1 ,I ROADWAY POINT TABLE STATION OFFSET DESCRIPTION 1 10+33.33 121.00' RT MATCH EXISTING 2 11+27.36 121.00' RT AP 3 11+42.36 104.00' RT BEGIN CURB 4 11+82.36 104.00' RT CENTER OF BREAK 5 12+27.36 104.00' RT CENTER OF BREAK 6 12+63.36 104.00' RT CENTER OF BREAK 7 13+08.36 104.00' RT CENTER OF BREAK 8 13+44.99 104.00' RT END CURB GENERAL NOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO RNISHED ROADWAY GRADE. LEGEND CURB & GUTTER X FENCE F FILL EMBANKMENT LINE c CUT EMBANKMENT LINE EXISTING RIGHT OF WAY 0 HMA PAVEMENT SECTION CEMENT CONIC. SIDEWALK CONSTRUCTION NOTES GMATCH EXISTING. QCONSTRUCT CEMENT CONCRETE SIDEWALK PER CFW STD DETAIL NO. L`J 3-12. r1 INSTALL CEMENT CONCRETE EXTRUDED CURB, PER CFW STD DETAIL V 3-4A. O INSTALL EXTRUDED CURB BREAK/END PER DETAIL, SHEET 5. OCONSTRUCT CEMENT CONCRETE PARALLEL CURB RAMP PER WSDOT STD PLAN PLAN F-40.12-02. SEE ALSO CURB RAMP DETAIL SHEET 13. CONSTRUCT CEMENT CONCRETE CURB RAMP PER DETAILS, SHEETS �J 12-13. 10 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 11 CONSTRUCT CURB AND GUTTER PER CFW STD DET 3-4. 12 CONSTRUCT CEMENT CONCRETE SINGLE DIRECTION CURB RAMP, TYPE SINGLE DIRECTION B, PER WSDOT STD PLAN F-40.16-02. 13 CONSTRUCT CEMENT CONCRETE BARRIER CURB PER CFW STD DET 3-4. ROADWAY PLAN & PROFILE DATE 7539NAv6N 2S02Je9ersonA,, 100% REVIEW `Federal WaySACAJAWEA MIDDLE SCHOOL SAFE 05116 SUN,WA98109 Ta..,NJA9B402 ROUTES TO SCHOOL STA 10+00 TO STA 14+00 DO ITT (206(2B6,640 (253) 627-0720 SUBMITTAL DATE wwwKPG PROJECT No 15132 1 SHT 8 OF 35 Ld LLJ x o — C _ . _ _\ S DASH POINT ROAD (SR 509) z SLOPE TO DRAIN < u1 12 • � �r 450 0 PLAN 0 10 20 40 60 SCALE IN FEET PK-FL 100- f! 126252.95 E 1272941.74 DEv: 427.93 r =42$— fir 101 11 H: Imm.0 E 127$93M SACAJAWEA PARK Wk QUO 12 : t\ 0 W w GENERAL NOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE. LEGEND CURB & GUTTER X FENCE R FILL EMBANKMENT LINE c CUT EMBANKMENT LINE EXISTING RIGHT OF WAY HMA PAVEMENT SECTION 0 CEMENT CONC. SIDEWALK CONSTRUCTION NOTES a MATCH EXISTING. DCONSTRUCT CEMENT CONCRETE SIDEWALK PER CFW STO DETAIL NO. �3-12. CONSTRUCT MODULAR BLOCK WALL SEE WALL PLAN AND ELEVATIONS AND WALL DETAILS, SHEET 21 & 22. INSTALL 4' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL, SHEET 5. 11 CONSTRUCT CURB AND GUTTER PER CFW STD DET 3-4. 450 12 CONSTRUCT CEMENT CONCRETE SINGLE DIRECTION CURB RAMP, TYPE SINGLE DIRECTION B, PER WSDOT STD PLAN F-40.16-02. .... - - --- -•--------- -------- --- ---- --------- --- -- ------ --- ---- --- - ---- v. ................................................. ... ... .. ......-'-' ....... .......... ...... ...---....... .... ..... .. ... ... ........... .. .. .. .. ................-... ......... ...........- ------.......-----..... ... ' .................... ...... .......................... ............................-..........-................. ................... II...... .11 ..... ........................ .............................................. ' ................................ ........ .. ........ .............. ....,................................. ............................................. .................... a.. .. F. ..........................•------" .......... n ---...--... ... .--. ......... I...............-----"--. -- ....... .................... ..... w ..tl ..................... - --............................. I............ ............................................. .................... 44Q S............ - -- - - - - - - - ---- B - - �AT..GII�TER - -- --•-------- PR0PiS5F ] GROUND w n ....................................................... ...........--............................... .................... —215%di EDGE S ..... _..... ................ ............. ................� ................... 430 j —1.83K ' ..................... -- —15d� ... .... ..... a ......... ....................................................430 __.._ . 420............................................................................................ ................................-............... .........._...................._.................-.................._.............. .. ................. ..._....................................' .. .. ... ..._.... _.............-• ..... ...... ........................................................................ ........ ... .... ... ... ....... .. ... ........... .--...._.._.............. ......—......................_...............—.......... ................... 420 ROADWAY POINT TABLE I..............................................I-- ........................................... "' 1 '............................................' _ .-....._........ EXiSTiNG GROUND ..................................... .................I • ® STATION OFFSET DESCRIPTION ............4.'.-...................:'. ... ................. AT G111-rflR EDGE ..................................... .........,.,......... 410 - " ................. E%f5T1NG GROUND. ..................... - ....,.. E'.L.EVA110N AT ................. ............................ ... . PItOPO5F1) GROUND ELEVATION A7 ...............,_........................... .............................................. .................... 410 9 14+46.46 23.09' RT BEGIN FENCE .. ........ CME�ce - Lei ED 10 14+71.86 15.25' RT AP n d .... a od ....._....._......_...........................................4.4......... .N ...._.................................. ; .�........ • -• I 15.25' RT END FENCE ................................ r,�'.................................. .......................,................................... _ "3�.............. ....................... ...,.._..............................,..... ............................................:............................................._ ....................I 400 1 400 12 17+80.00 16.50' RT BEGIN WALL FENCE 15+00 16+00 17+00 18+00 REVISIONS PROJECT MANAG6R PROJECT ENGINEER S DASH POINT ROAD GUTTER PROFILE 15132PPR01. ft FILENAME Boc 05/16 OATS DESIGNED BY DATE BMC 05116 _ DATE DRAWN BY DATE Boc 05/16 _ DATE CHECKED BY DATE �pJ� 100% REVIEW & CITYCF SACAJAWEA MIDDLE SCHOOL SAFE B'WA98'°g T53)62-0720 2 SUBMITTAL Federal INay ROUTES TO SCHOOL 2Brr1fi40 (253162T-0120 wxx.kpg.com , ROADWAY PLAN & PROFILE STA 14+00 TO STA 18+25 20JECT No 15132 SHT 9 OF 35 S DASH POINT ROAD GUTTER PROFILE REVISIONS Approved By 15132PPR01-dwg FILENAME BDC 05116 ENG111LEERWO momAGER DATE DESIGNED BY DATE BMC 05116 PRWECTMANAGER DATE DRAWN BY DATE BDC 0511fi PROJECT ENGftEER DATE CHECKED BY DATE GENERAL NOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE. LEGEND CURB & GUTTER X FENCE F FILL EMBANKMENT LINE c CUT EMBANKMENT LINE EXISTING RIGHT OF WAY HMA PAVEMENT SECTION 0 CEMENT CONC. SIDEWALK CONSTRUCTION NOTES l� MATCH EXISTING. f1 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CFW STD DETAIL NO. 3-12. �1 CONSTRUCT MODULAR BLOCK WALL SEE WALL PLAN AND ELEVATIONS V AND WALL DETAILS, SHEET 21 & 22. DINSTALL 4' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL, SHEET 5. 11 CONSTRUCT CURB AND GUTTER PER CFW STD DET 3-4. ROADWAY POINT TABLE ¢ STATION OFFSET I DESCRIPTION 13 1 19+35.60 15.58' FIT I END WALL FENCE KpG 100% REVIEW CITY OF SACAJAWEA MIDDLE SCHOOL SAFE S99%WA98109 TB�BI3,wageeg2 SUBMITTAL • Federal IINay ROUTES TO SCHOOL (206)2Wi(. I (2531,,wA 0 www.lq)g.com ROADWAY PLAN & PROFILE STA 18+25 TO STA 21+50 KPG PROJECT No 15132 I SHT 0 OF 35 450 j �J tit I/7d mu 1�k.11 IE MiS ACCESSED C8 002 tG 9ipT <CCE M 1 1472 j Y 4P31 HU 4C G S DASH POINT ROAD �— - 422 r—` 424� . \ (SR 509)�� x + ZZ 22 Y _ � .....- 'T"-i�L,7f! f». .-.•. i ;••�• .'per-,.,_ •' S,:y �J�S; r., p f •h, • F I NO, CAQt060 x Rw M.25 426 IE 4210 SL 9' SM7 iEi14 Iw c�1u 426" o 432-- =�� 14 _ ° - S ��\• '- 428 —` 7 CAW -EA PA ICE \� Nr 103M QM \ S DASH POINT ROAD GUTTER PROFILE REVISIONS Approved By 15132PPR01.dw9 FILENAME BDC 05116 ENGINEERING M'ANAG=R DATE DESIGNED BY DATE BMC 05116 MOJECTIMCYAG4kR DATE DRAWN BY DATE BDC 05116 PROJECTENGNEEA DATE CHECKED BY DATE PLAN 0 10 20 40 60 SCALE IN FEET 450 s —422— // i I�lz GENERAL NOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE. LEGEND CURB & GUTTER X FENCE F FILL EMBANKMENT LINE c CUT EMBANKMENT LINE -- — EXISTING RIGHT OF WAY HMA PAVEMENT SECTION CEMENT CONC. SIDEWALK CONSTRUCTION NOTES (1 MATCH EXISTING. rl CONSTRUCT CEMENT CONCRETE SIDEWALK PER CFW STD DETAIL NO. 3-12, CONSTRUCT CEMENT CONCRETE CURB RAMP PER DETAILS, SHEETS LJ 12-13, 11 CONSTRUCT CURB AND GUTTER PER CFW STD DET 3-4. 14 CONSTRUCT CEMENT CONCRETE PERPENDICULAR CURB RAMP, TYPE PERPENDICULAR A, PER WSDOT STD PLAN F-40.15-02. ROADWAY POINT TABLE ® STATION OFFSET DESCRIPTION 14 22+90.55 1223' RT MATCH EXISTING 15 22+96.16 0.60' RT MATCH EXISTING ,63�jB6G 100% REVIEW CITY OF SACAJAWEA MIDDLE SCHOOL SAFE Seaft WA T2-2w,g,m SUBMITTAL � Federal 1Nay ROUTES TO SCHOOL (206I26G11. I (253,,.i A20 xwrv.Npg cam ROADWAY PLAN & PROFILE STA 21+50 TO STA 23+42 KPG PROJECT No 15132 I SHT OF 35 !•11 SEE NOTE - - » z� ram'------- I�. 1.7' PROTECT EXIST CURB APPROX. GRADE BREAK - REMOVE EXIST CURB- 7.5;z~ 1.5� "-PAY LIMIT I PROTECT EXIST CURB PLAN RAMP , 0 5 10 20 30 SCALE IN FEET CURB RAMP LAYOUT POINTS ® STATION OFFSET FLOWUNE ELEVAT10N CURB HEIGHT DESCRIPTION 1 11+42.36 103.50' RT 440.70 0' BOTTOM RAMP 2 11+36.36 103.50' RT 440.79 0" BOTTOM RAMP 3 11+27.36 103.50' RT 440.97 6" TOP RAMP 4 11+19.20 103,50' RT 441.11 6" ANGLE PT 5 11+09.87 110.24' RT 441.36 6- ANGLE PT 6 11+09.87 112.31' RT 441.46 6" END CURB RAMP LAYOUT POINTS ® STATION OFFSET FLOWUNE ELEVATION CURB HEIGHT DESCRIPT10N 7 13+75.15 124.50' RT 437.37 6' MATCH EXISTING 8 13+75.16 119.00' RT 437.27 5" END RAMP 9 13+75.17 111.00' RT 437.08 0" BEGIN RAMP 10 13+75.18 105.00' RT 437.02 0' 1 BEGIN RAMP 11 13+75.19 1 99.00' RT 436.65 6" 1 END RAMP - - - - - - - - - - - - - - - - - - - - r- 1Q E L------------ _L 1- I f%PAY LIMIT- - h 11.5� SEE Nf 1 aa E I . PLAN RAMP 2 0 5 10 20 30 SCALE IN FEET CONSTRUCTION q VARIES 8'-0' TO 17'-0_' 9'-0" 6'-0' OFFSET SEE NOTE 1 SEE NOTE 1 GRADE BREAK CURB HEIGHT GRADE BREAK GRADE EIRE 8.3% MAX 2.0% MAX 0.5% MIN o 8.3% MAX - � .' • REFERENCE POINT T % FOR CURB RAMP ` SIDEWALK CURB RAMP LAYOUT POINTS �Ey}1AIX LANDING SEE TYPICAL SECTIONS CURB RAMP -CEMENT CONCRETE %" EXPANSION JOINT (TYP.) BARRIER CURB SECTION A -A CURB RAMP LAYOUT POINT RAMP 1 NTS NTS 8'-6' 8'-6' SCORE LINE (TYP) 6" SCORE LINE (TYP) SCORE LINE (TYP) 2.0% MAX EXIST CURB 6" 20% MAX EXIST CURB 6' 2.0% MAX 0.5% MIN 0.5% MIN 0.SX MIN 4:7 0 -. DETECTABLE WARNING SURFACE, SEE NOTE 7 1'-0' !--Cr �.--.� co 2'-0" SECTION B-B RAMP 1 NTS REVISIONS Approved By 15132RAMPDET-dwg FILENAME me 01116 DESIGNED BY DATE aw 05116 DRAWN BY DATE BDC 05116 CHECKED BY DATE CURB RAMP NOTES 1. SLOPES SHOWN IN PLAN VIEW, RAMP LAYOUT AND RAMP LENGTH FOR REFERENCE ONLY. FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. 2. FOR CURB RAMP CONSTRUCTION, SEE ALSO ROADWAY PLANS, SHEETS 8-11, AND THE SPECIFICATIONS. 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR LANDING. 4• WHERE 'GRADE BREAK' IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 5. SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STD PLAN F-10.12 FOR DEPRESSED CURB AND GUTTER AND PEDESTRIAN CURB DETAILS. SEE CFW STD DIET 3-4 FOR CURB AND GUTTER AND CEMENT CONCRETE BARRIER CURB DETAILS. 6• INSTALL 3" CSTC BASE LAYER UNDER CURB RAMP PAY LIMIT AREA. 7. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. S. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFICATIONS 8-14. 3e' _ - 31C TO )C R. a p r b PREMOLDED JOINT FILLER' EXPANSION JOINT NTS 6'-0' 6- Or SEE NOTE 1 GRADE BREAK 2.0% MAX 8.3% MAX 0.5% MIN � f ` CURB RAMPS SIDEWALK G - 36' EXPANSION JOINT (TYP.) SECTION D-D RAMP 2 NTS 6" 6" -SCORE LINE (TYP) 2.0% MAX 0.5% MIN g _ 1 DETECTABLE WARNING V-cr SURFACE, SEE NOTE 7 SECTION C-C SECTION E-E SECTION F-F RAMP 1 RAMP 2 RAMP 2 NTS NTS NTS 7539thK`pJG 100% REVIEW `I'"°` SACAJAWEA MIDDLE SCHOOL S6B,96,WA99109 T53)62-0720 2 SUBMITTAL Federal Way SAFE ROUTES TO SCHOOL (2os)2aG-,sao I(253)s2r-0no wWW.lpg.CDM CURB RAMP DETAILS KPG PROJECT No 15132 1 SHT L2 OF 35 CURB RAMP NOTES �1 Q � N r 1 .I 3 CL CL a of N 0 0 3 I o z 1 Vl W i n �i in I I 3 o In I N �2 1 � Q e J Q W w NO DATE BY ti U 0 • O Y REVISIONS CURB RETURN DATA CURVE DELTA RAD LEN TAN C1 5911'50' 80' 82.65' 45.44' CURB RETURN DATA CURVE DELTA RAD LEN I TAN C2 1 30'42'00' 30' 1 16.07' 1 8.24' Approved By 15132RAMPDEf.tlwg FILENAME BDC 05116 ?R IP?G 1AANAGSR _ FATE DESIGNED BY DATE BMC 05116 T MANAGER RATE DRAWN BY DATE BDC 05116 T ENGINEER DATE CHECKED BY DATE S DASH POINT RD �------------- —_--_- 14+OjY� 17 18 19 NOTE 1 PLAN RAMP 3 0 5 10 20 30 SCALE IN FEET CURB RAMP LAYOUT POINTS ® STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION 12 13+75.22 76.70' RT 435.72 6" PC 13 13+77.93 53.45' RT 434.90 6' 1/4 A 14 13+95.75 34.35' RT 434.04 6" MIDPOINT 15 13+95.51 20.77' RT 433.45 6" END RAMP 16 14+02.96 13.44' RT 433.17 0" BEGIN RAMP 17 14+14.39 5.20' RT 432.96 0" POC 18 14+21.77 2.07' RT 432.73 6' MIDPOINT 19 1 14+29.71 1.00' RT 432.50 6' PT 753MAii-NI�2Jeffe� 100% REVIEW C1iY OF $ea�e,WA99109 1: TBF1540 Taro6B,WA9aa�T (253) 627-0720 SUBMITTAL Federal Way wrnv,kpg.cam 1. SLOPES SHOWN IN PLAN VIEW, RAMP LAYOUT AND RAMP LENGTH FOR REFERENCE ONLY. FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. 2. FOR CURB RAMP CONSTRUCTION, SEE ALSO ROADWAY PLANS, SHEETS 8-11, AND THE SPECIFICATIONS. 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR LANDING. 4. WHERE 'GRADE BREAK' IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 5. SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STD PLAN F-10.12 FOR DEPRESSED CURB AND GUTTER AND PEDESTRIAN CURB DETAILS. SEE CFW STD DIET 3-4 FOR CURB AND GUTTER AND CEMENT CONCRETE BARRIER CURB DETAILS. 6. INSTALL 3" CSTC BASE LAYER UNDER CURB RAMP PAY LIMIT AREA. 7. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 8. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFlCA71ONS 8-14. SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL CURB RAMP DETAILS KPG PROJECT No 15132 1 SHT 13 of 35 GRADE BREAK TOP OF ROADWAY PLAN dgh RAMP 4 & 5 0 5 10 20 30 SCALE IN FEET CURB RAMP LAYOUT POINTS QQ STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION 20 22+50.04 1.00' RT 424.30 6" PC, R=9' 21 22+53.79 0.07' LT 424.33 0" PT 22 22+57.84 2.45' LT 424.37 0" PC, R=20' 23 22+59.99 3.55' LT 424.39 0" BEGIN RAMP 24 22+67.84 5,21' LT 424.45 6- END RAMP/PT 7'-8` VARIES 4'-0" TO 5'-B" SEE NOTE 1 CURB REVEAL HEIGHT VARIES PLANTER IDE BREAK rS10EWALK MAX 0.5 I 0.5% MIN 2 0% MAX 8.3% MAX 0.5% MIN r , DEPRESSED CURB-'' AND GUTTER )" ENPANSION JOINT (TYP.) 009%TIf%L1 1% 1% REVISIONS -1 CURB RAMP PEDESTRIAN Approved By 15132RAMPDET.dwg FILENAME BDC 05116 ERINP MANAGER DATE DESIGNED BY DATE BMC 05116 ITUARAGER GATE DRAWN BY DATE BDC 05116 'TENINNEER DATE CHECKED BY DATE CURB RAMP-/ EXPANSION JOINT (T)T°_)J SECTION D-D NTS CURB RETURN DATA CURVE DELTA RAD LEN TAN C3 23.02'00" 70' 28.14' 14.26' CURB RAMP LAYOUT POINTS ® STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION 25 22+68.91 5.22' LT 424.46 6" PC 26 22+75.71 4.93' LT 424.53 (High Pt) 6" FLARE 27 1 22+81.20 4.21' LT 1424.49 0" RAMP 28 22+85.66 3.30' LT 424.46 0. RAMP 29 22+91.00 1.80' LT 424.42 (Low Pt) 6- FLARE 30 22+96.33 0.18' RT 424.47 6` PT/MATCH EXISTING CURB HEIGHT VARIES OF ROADWAY AND GUTTER I W TO V R. o D PREMOLDED JOINT FILLER � EXPANSION JOINT NTS CURB RAMP NOTES 1. SLOPES SHOWN IN PLAN VIEW, RAMP LAYOUT AND RAMP LENGTH FOR REFERENCE ONLY. FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. 2. FOR CURB RAMP CONSTRUCTION, SEE ALSO ROADWAY PLANS, SHEETS 8-11, AND THE SPECIFICATIONS. 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR LANDING. 4. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 5. SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STO PLAN F-10.12 FOR DEPRESSED CURB AND GUTTER AND PEDESTRIAN CURB DETAILS. SEE CFW STD DET 3-4 FOR CURB AND GUTTER AND CEMENT CONCRETE BARRIER CURB DETAILS. 6. INSTALL 3" CSTC BASE LAYER UNDER CURB RAMP PAY LIMIT AREA. 7. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 8. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFICATIONS 8-14. CONSTRUCTION OL OFFSET I CURB HEIGHT 1 753ftAveii " EJeffeeM 100% REVIEW CITY OF SACAJAWEA MIDDLE SCHOOL SukWA98109 T53)62W720 SUBMITTAL Federal Way SAFE ROUTES TO SCHOOL I2asl2esasaa (2s31szT-01zo WNW.1".cam J REFERENCE POINT FOR CURB RAMP LAYOUT POINTS SEE TYPICAL SECTIONS CURB RAMP LAYOUT POINT NTS CURB RAMP DETAILS KPG PROJECT No PROJECT No 151321SHT 14 OF 3514 OF 35 w 14 G G G G G G p '- - -P - CULV 1919 - tA - -- 1„ IL 429.4 1I I:UNI; sC (47 LF) F S DASH POINT ROAD (SR 509) c o PLAN 0 10 20 40 60 SCALE IN FEET SACAJAWEA PARK ;mac 111141- RUM, MINE.: f- w C = rn 110 N cn Go w ---- Z 450 .450. � ......................................................................... I............................................. I ......................,...................... I.............................................. I ........................................................................................................................................I .................... 4�.I ......... ..................................................... .. ............ . - - .----•.........................._.......... .................... .......... ...................................... ........ ................ ......... ........ .............. '....... ............. ...... .......,........... ...........»......................_.._..... '........................................................... ........................ ....... ...... ..... ......,.........,.......... ..................... �{ 1 ............................................... ............................. GROIIND.........•..•..••. ........ I ...........................�................................................................. ..............,...................�........................... ................................. 4 ....... ............... I EDGE � � � PROPOSED GROUND ! . ....... ` .....__..... ..............................................._._............R I �AT............_. .._. ... ...... ... _............................. I ........_ _.............._......... ..................... AT ... { _..... F GUTTER EDGE _........ ...... 430 ~ `--- ......... ....... _— _ ... ......... .......... _.... ....................... ............................... .......... ....................._............. ....................430 F ........................... ....•170 LF 18" SD -DI S-1.96% --- 420 � I 1 ) . 237 LF 18" SD -DI S=1.00% -------- --- - ._......... ....._.............._...._. .. I I..420 .............................................................................................. _ ...........:.....,........................ _ .................................. ........ ...................................... ..................................... ..................................................................................................... ................ . i... CBTYPE 1L .........................�. ` ...,........,................................_. ............ ............ I.......... CH TYPE 1L (ROUND COVERt • --.............................................I................ - - --.............. 2 1 I 410 .... STA 14+21.77, 0.87 RT 1 .................,........................_... -. ..........................................STA 15+41.92, 1.50' LT 429.80 I .....................................................................................4 !-- 0 1.— I- RIM 432.73•�1 IE IN 429.00 (12� CONC)---.--•_••_....... Tl CONNECT. MSTING -RIM !IE IN 42&67 (18"SW) 13 I I I SEE SHEET 18-20 ....._......._.. IE OUT 428.00 (18"NE) . ........._... CULVERT PIPE ........................................... fE OUT 425.67 (18"NE) -•-•- •-.._....,...,........,..............._............._..................................._. IE OUT 424.18 6"NE I , ( ) TO NEW STRUCTURE.......................... 4001 ................. ............................. .......................................... _.. E................m..............................._............_.......................... .......... ....................1400 14+00 15+00 16+00 17+00 18+00 18+25 PROFILE HOR: 1"=40' VER: 1'=2 REVISIONS Approved By 15132STRMOU. g �cm 753901 AveN 2502 Jefiers6n Ave 9ea1tl WA99109 Ta.a,WAM2 (20fi)2561640 (253)627-0720 whw'kp9'mm REVIEW SUBMITTAL Federal 11Va Y FILENAME BDD 05116100% �1Vr.�7NEeRIHG MANAGER DATE DESIGNED BY DATETE BMC 05116 PROJECT MANAGER DATE DRAWN BY DATE BDC 05H6 PROJECT ENGINEER DATE CHECKED BY DATE GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2- INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED. 3. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POTHOLING PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES PER STRUCTURE CALLOUTS. STATION AND OFFSET LISTED IS TO CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. 5. INSTALL POLLUTION PREVENTION MARKER AT EACH CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-11. 6. USE CONVERSION RISER WHERE ROUND SOLID LID WILL BE INSTALLED ON TYPE 1 OR TYPE 1L CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAW9NG NO. 4-18. 7. ALL RECTANGULAR AND SOLID FRAMES SHALL BE LOCKING PER CITY OF FEDERAL WAY STANDARD PLANS DRAWING NO. 4-07 AND NO. 4-13. LEGEND ❑� CATCH BASIN STORM PIPE WITH DIRECTION OF FLOW SD -DI STORM DRAIN DUCTILE IRON PIPE (XX LF) REMOVE EXISTING STORM DRAIN PIPE ® STORM DRAIN STRUCTURE NUMBER © STORMWATER MEDIA FILTER Q CATCH BASIN TYPE 1L WITH CONVERSION RISER CONSTRUCTION NOTES 1� ADJUST STORM DRAINAGE STRUCTURE TO GRADE Q�`J CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE. O3 REMOVE EXISTING STORM DRAIN STRUCTURE. F 1 CONNECT EXISTING STORM DRAIN PIPE TO NEW STORM DRAINAGE LJ STRUCTURE (� INSTALL STORMWATER MEDIA FILTER SYSTEM. SEE DETAIL SHEET �J 18-20. 6 REMOVE EXISITNG STORM DRAIN DRAIN PIPE SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL DRAINAGE PLAN & PROFILE STA 14+00 TO STA 18+25 KPG PROJECT No 15132 1 SHT 15 OF 35 GENERAL NOTES S DASH POINT ROAD (SR 509) -� Fo , G G l 4 -- ij------ 7 (4 �s $ LF)SACAJAWEA PARK .1 450 PLAN Ili 0 10 20 40 60 SCALE IN FEET CB TYPE 1L STA 18+28.78, 0.25 RT r I RIM 427.72 »...........:...:..................................... 440 IE IN 423.30 (18"SW) .. ----- --.. .......:..... �_.__ . I ............................................ 1E IN 423.80 (6 SE) --STORMWATER MEDIA FILTER; IE OUT 423.30 (18"NE) SEE SHEETS 18-20..».................................... ... ............. _._....... _.................. EXISTING GROUND , ............. .........._....- ..............._.....-...._ ._......._....AT GUTTER EDGE... ..,....................,................... 430 1r 420 U46 IF 18" SD -Di S=1.00%1 ...................... 410 77 LF_18SO�#Ja, rear: s fRnI IMn rnvm). r ................. RIM 427.35 IE IN 422.84 (18"SW) IE OUT 422.84 (18"E 400 18+25 19+00 e 5 ~- 14 J v - • A RIM 426.09 - IE IN 421.54 (18"W). IE OUT 421.54 (WE) PROPOSED., GROUND AT GUTTER EDGE .53 LF 18" SD -DI S=1,00%- U 58 LF 18' SD -DI S ........................ ........................... CB TYPE 2-48"............................................ STA 20+60.02, 0.65' LT 7' RIM 425.52 ... I IE IN 420.96 (18"W) IE IN 421.48 (5"SW)- --MODULAR WETLAND SYSTEM,I IE OUT 420.96 (18"E) SEE SHEETS 18 & 20. 430• LF 18" SD -DI S=0.86% /..... ........ ................. :................. .... ............' ,............... RIM 426.75 I a' X 6' MODULAR WF1 IE IN 422.07 (18"W) SEE SHEETS 18 & 20 IE IN 423.07 (6"S) -WALL DRAIN ' ""' IE OUT 421.73 (6"E) IE OUT 422.07 (18„E) �.................. ......... 20+00 PROFILE HOR: 1 =40 VER: I'=20 420. '-- 40 LF 18" SD -DI S=0.75% 1 410 1 _I 400 21+00 21+50 CB TYPE 1L ROUND CO STA 21+22.28, 5.D5 LT RIM 425.15 IE IN 420.42 (18"W) IE OUT 420.42 (18"SE) 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2 INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED. 3. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POTHOLING PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES PER STRUCTURE CALLOUTS. STATION AND OFFSET LISTED IS TO CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. 5. INSTALL POLLUTION PREVENTION MARKER AT EACH CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-11. 6. USE CONVERSION RISER WHERE ROUND SOLID LID WILL BE INSTALLED ON TYPE 1 OR TYPE 1L CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-1B. 7. ALL RECTANGULAR AND SOLID FRAMES SHALL BE LOCKING PER CITY OF FEDERAL WAY STANDARD PLANS DRAWING NO. 4-07 AND NO. 4-13. LEGEND CATCH BASIN STORM PIPE WITH DIRECTION OF FLOW SD -DI STORM DRAIN DUCTILE IRON PIPE ;•xX>:>:XRY:r'4.:'r!'/Y REMOVE EXISTING STORM DRAIN PIPE ® STORM DRAIN STRUCTURE NUMBER 0■ STORMWATER MEDIA FILTER 10 CATCH BASIN TYPE 1L WITH CONVERSION RISER CONSTRUCTION NOTES Q1 ADJUST STORM DRAINAGE STRUCTURE TO GRADE. {�1 CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE 3a REMOVE EXISTING STORM DRAIN STRUCTURE. �1 CONNECT EXISTING STORM DRAIN PIPE TO NEW STORM DRAINAGE L'J STRUCTURE INSTALL STORMWATER MEDIA FILTER SYSTEM. SEE DETAIL SHEET 18-20. REMOVE EXISIING STORM DRAIN DRAIN PIPE 70 INSTALL 6" PVC DRAIN PIPE MINIMUM SLOPE 0.5% REVISIONS Approved By 15132STRM01.dvg 41, FILENAME BDD 05116 CITY OF SACAJAWEA MIDDLE SCHOOL E�GINEf iING MANAGER GATE DESIGNED BY DATE 7539dI Ave 2592 Jefiersan Ave 100% REVIEW PROJECT MANAGER DATE BMC BY 05116 ATE Seattle, WA9B,991 TaOanIa,WA98402 SUBMITTAL Federal Wa y SAFE ROUTES TO SCHOOL ORCAWN (208, 29G,649 I253I52,-0,29 PROJECT ENGINE ER QAIE CHECKED BY 05116 DATE xww.kpg.CDM DRAINAGE PLAN & PROFILE STA 18+25 TO STA 21+50 KPG PROJECT No 15132 I SHT 16 OF 35 1 \ my ^mil - ti G� ----------- C. \ S DASH POINT ROAD 5091 Z \ �•ri' . y tO F - IRA rn z IE 42itfSF" B" (11 LF) SACAJAWEA PARK 450 CB TYPE 1L ROUND COVER 9 STA 21+61.86" 5.19 LT ........................... qj. RIM 424.74 L IE IN 420.12 (18'NW)' IE OUT 420.12 (18"SE) - - PROPOSED GROUND 430.: ....'...`.......... •..A7_GUTTER EDGE I_.... ......._.......... •..........- '---'........ ................. 420 ; 410' 400 21+50 REVISIONS IE (27 LF) -�' 2 SON\�C \ l � PLAN IIr 1L 0 10 20 40 60 SCALE IN FEET 450 CB TYPE 2-48" I ....................................... I STA 22+40.00. 0.65' LT•••-.•,. .... ....................... RIM 424.11 I 4-40_ -IE IN 419.53 (18"NW) IE IN 419.78 (6"SW) -- A19"WE1tAND'S%'WM;... IE OUT 419.53 (18"SE) "' 5HEE15 18 8 �F1 ........................ .... ................ I ................... _............. -- I 430_ .........._................... ! .............ETUSTIHG-.GROUND ...i........ ----- --• •..--.•.•, �_�. • .••..AT GUTTER EDGE ..... ...._.......... 79 .LF. 18' SD-91 S=0.75%......... . L-46 LF 18' SD -IX. . .. ............. _...........1................. ........... .......................................' - I......... .. ................. •................... ................!.............. ................. { ... ............... 22+00 SEE SHEETS 18-20 IE OUT 419.99 (6"SE) PROFILE HOR-. 1 =40 VER: 1'=20 Approved By 15132STRNI01.dw9 FILENAME BDC 0511 ENGINES RING MANAGER DATE DESIGNED BY BMC DATE 05116 PROJECT MANAGER LATE DRAWN BY Boo DATE 05116 PROJECT ENGINEER DATE CHECKED BY DATF STA 22+85.57, 8.36 RT - 11 1 410 RIM 425,04... ........ I IE IN 419.30 (18"NW) CONNECT NEW PIPE IE OUT 419.30 (12"SE} TO EXISTING STRUCTURE 400 23+00 23+42 z X ,699��r 100% REVIEW & °"" OF SeM,WA96,09 fi)2BG1640 Tx6ma,W" I (2591621-0120 SUBMITTAL Federal Way w I�g.com GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS 2. INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED. 3. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POTHOLING PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES PER STRUCTURE CALLOUTS. STATION AND OFFSET LISTED IS TO CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. 5. INSTALL POLLUTION PREVENTION MARKER AT EACH CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-11. 6. USE CONVERSION RISER WHERE ROUND SOLID LID WILL BE INSTALLED ON TYPE 1 OR TYPE 1L CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-18. 7. ALL RECTANGULAR AND SOLID FRAMES SHALL BE LOCKING PER CITY OF FEDERAL WAY STANDARD PLANS DRAWING NO. 4-07 AND NO. 4-13. LEGEND CATCH BASIN STORM PIPE WITH DIRECTION OF FLOW SD -DI STORM DRAIN DUCTILE IRON PIPE (XX ��'Yxxxx REMOVE EXISTING STORM DRAIN PIPE ® STORM DRAIN STRUCTURE NUMBER L r l STORMWATER MEDIA FILTER CATCH BASIN TYPE 1L WITH CONVERSION RISER CONSTRUCTION NOTES Ql ADJUST STORM DRAINAGE STRUCTURE TO GRADE. CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE L`J STRUCTURE. 3O REMOVE EXISTING STORM DRAIN STRUCTURE. �1 CONNECT EXISTING STORM DRAIN PIPE TO NEW STORM DRAINAGE LJ STRUCTURE �l INSTALL STORMWATER MEDIA FILTER SYSTEM. SEE DETAIL SHEET LJ 18-20. ® REMOVE EXISITNG STORM DRAIN DRAIN PIPE �7 INSTALL 6" PVC DRAIN PIPE. MINIMUM SLOPE 0.5% SACAJAWEA MIDDLE SCHOOL I DRAINAGE PLAN & PROFILE SAFE ROUTES TO SCHOOL STA 21+50 TO STA 23+42 KPG PROJECT No. 15132 I SHT 17 0F 35 IE OUT = TOC EL - 49.5' UNLESS OTHERWISE NOTED. SEE DRAINAGE PROFILES - MAX BEND 45' (TYPI- e SEE DRAINAGE PROFILES FOR INVERT ELEVATION - FACE OF INTERIOR LENGTH (L) MODULAR WETLAND SYSTEM IE OUT = TOC EL - 42' INTERIOR LENGTH (L) r FILTERRA UNIT SIZES VARY, SEE TABLE BELOW SIZES VARY, SEE TABLE BELOW AND DETAIL SHEET 20 AND DETAIL SHEET 19 rr MAX BEND 45' (TYP) I r" I I I 3 � 6' PVC o 7 �� TOP OF CURB (TOC) v �, TOP OF CURB (TOC) SEE DRAINAGE PROFILES - I' Q FOR INVERT ELEVATION BACK OF CURB I. BACK OF CURB I I I z FLOW ~ . I STRUCTUREOPENING GUTTER AT STATION/OFFSET PROVIDED AT FACE CURB 7WDE OF CURB ALIGNED WITH THE CENTER STRUCTURE CONNECTING STRUCTURE=1PRESSED GUTTER f AND CURB HOOD AT CURB NOTE THE TOP OF CURB OPENING. SEE DETAILS, SHEET 20 ELEVATION (TOC EL) IS THE PROJECTED ELEVATION AT THE MODULAR WETLAND SYSTEM LAYOUT DETAIL STRUCTURES CURB OPENING NTS CONNECTING & r I SOW L-FACE OF CURB BYPASS STRUCTURE ` STATION/OFFSET PROVIDED AT FACE GUTTER OF CURB ALIGNED WITH THE CENTER i STRUCTURE � STRUCTURE -� OPENING AT NOTE: THE TOP OF CURB 18.5' WIDE DEPRESSED GUTTER� ELEVATION (TOC EL IS ) FROM STRUCTURE OPENING TO CURB THE PROJECTED BYPASS STRUCTURE. ELEVATION AT THE SEE DETAILS, SHEET 19 STRUCTURES CURB FILTERRA UNIT LAYOUT DETAIL OPENING NTS STORMWATER MEDIA FILTER STRUCTURE NOTES (MODULAR WETLAND SYSTEM OR FILTERRA UNIT) STRUCTURE LOCATION TREATMENT OPTIONS AND SIZE (W X L) FACILITY NOTES STRUCTURE # STATION/OFFSET TOC ELEV MODULAR WETLAND SYSTEM FILTERRA UNIT CONNECTING STRUCTURE NOTES 13 ' RT 428.30 Y X B' 6' X 8' 3 14 20+48.31, 1.00' RT 426.14 V X 6' N/A 7 15 22+33.00, 1.00' RT 424.68 V X 6' N/A 10 1. STRUCTURE LOCATION STATION AND OFFSET IS AT FACE OF CURB ALIGNED WITH THE CENTER OF STRUCTURE, ELEVATION LISTED IS TOP OF CURB ALIGNED WITH CENTER OF STRUCTURE. 2 MODULAR WETLAND IS CLOSED TOP CONFIGURATION (NO VEGETATION). INTERIOR WALL DIMENSIONS (WIDTH X LENGTH) ARE GIVEN. SEE MODULAR WETLAND SYSTEM LAYOUT DETAIL, THIS SHEET. 3. FILTERRA UNIT SIZE IS BASED ON INTERIOR WALL DIMENSIONS (WIDTH X LENGTH), SEE FILTERRA UNIT LAYOUT DETAIL THIS SHEET. 4. SEE STORMWATER PROFILES FOR INVERT ELEVATION OF CONNECTING STRUCTURE. FOR FILTERRA OPTION, CONNECTING STRUCTURE IS ALSO THE "BYPASS' STRUCTURE REVISIONS Approved By 15132STRMDET.dwg FILENAME BDC 05/16 1=NSINE FRWiG MAWLER DATE DESIGNED BY DATE BMC 05/16 PROJECT MANAGER DATE DRAWN BY DATE BDC 05/16 PROJECT Fl LNEER DATE CHECKED BY DATE 753bAiiihrA 100% REVIEW CITY OF SACAJAWEA MIDDLE SCHOOL .',2BW o'°9 ;z53i�-020 SUBMITTAL Federal 1Nay SAFE ROUTES TO SCHOOL WWW.I(p.MIO DRAINAGE DETAILS KPG PROJECT No. 15132 1 SHT 8 OF 35 .1 aJ' 6' 6' 6' GALVANIZED ANGLE NOSING 4" MIN PRECAST -_-_ 16 _ THROAT OPENING TOP SLAB 18.5" i - _ i CURB AND GUTTER a e FLOW LINE 1 I 8tl THROAT ELEVATION co r ao + i THROAT OPENING SEE ' a 1 ` i DETAILS THIS SHEET CAST -IN -PLACE DEPRESSED GUTTER 1 n r AND THROAT OPENING I (BY CONTRACTOR L------TRROAT PROTECTION DEVICE INCLUDED IN PRECAST UNIT, TREE GRATE DO NOT REMOVE. LEAVE IN 1 i #4 DOWEL BARS 012" O.C. TO BE BENT AS I NECESSARY BY CONTRACTOR PRIOR TO PLACE UNTIL SITE IS STABILIZED ________ _______ CURB INSTALLATION OF FIELD POURED GUTTER AND FILTERRA UNIT IS ACTIVATED j1r O PRECAST BOX WALL 24.5" SDR-35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) THROAT OPENING DEPRESSED GUTTER DIMENSIONS TOP VIEW NTS NTS OUTLET PIPE CONNECT 4" PVC (PRECAST IN FILTERRA RECESSED TREE FRAME UNIT) TO 6° PVC WITH 6" - AND 4'X 6' PVC REDUCER AND GRATE CAST IN TOP SLAB PVC COUPLING. CLEANOUT COVER - GALVANIZED TWO (2) - 22.5' BENDS CAST IN TOP SLAB ANGLE NOSING CONNECT 6' PVC TO BYPASS STRUCTURE CEMENT CONC. 8" TOP SLAB . . , ` HMA ROADWAY AREAS SIDEWALK AREAS INTERLOCKING MULCH SAWCUT IN NEAT VERTICAL, JOINT (TYP) CURB AND CAST -IN -PLACE SEAL WITH AE-4000W $ — — GUTTER. SEE TRANSITION TO DEPRESSED ~ 11 - 1 1LI111I iI=1f.—IiI` DETAIL ABOVE GUTTER (SEE ADDITIONAL �.• o �� - RIM ELEVATION PER PLANS o 11--11 =1 11 ii=i I I 1 G�1 I DETAIL) 18" ... . W 1 1 II- IE I -I DOWELS SET IN DEPRESSED THROAT (ENTRANCE) —BYPASSA. GUTTER SECTION SEE ELEVATION 2" LOWER STRUCTURE EXISTING PAVEMENT, — — DETAIL, THIS SHEET THAN GUTTER FLOW DEPTH VARIES LINE ELEVATION. TREATMENT f . FILTER MEDIA • ,f FILTERRA LAYOUT VIEW ROADWAY TYPICAL SIDEWALK TYPICAL NTS SECTION SECTION SEE SHEET 4 SEE SHEET 4 UNDERDRAIN MEDIA PERFORATED - UNDERDRAIN SYSTEM -.:: _ :.:_••:. :.......:.....• _ , :. TOP OF CURB FILTERRA UNIT BYPASS STRUCTURE GRAVEL BORROW '-'r,'• :' •``""'-_' ''_`; •' : =: :-" FOR TRENCH BACKFILL" PROFILE VIEW NTS 6° 1.5' IS 6' GRAVEL BACKFILL FOR PIPE ZONE BEDDING } STORM DRAIN PIPE, �} SIZE AS SHOWN ON PUNS I I II II ' PREMOLDED ! C W MAX PAY LIMIT UNDISTURBED SUBGRADE JOINT FILLER (TYP.) TOP OF DEPRESSED GUTTER TRANSITION SECTION ID + 30' FOR 8" DIA & 12" DIA PIPE, WHERE ID IS NOMINAL PIPE DIA GUTTER PAN (1.5 • ID) + 18' FOR PIPE 18' DIA OR GREATER, WHERE ID IS NOMINAL PIPE DIA AT FACE OF NTS CURB TYPICAL TRENCH DETAIL REVISIONS Approved By 15132STRMDET.dwg _ FILENAME BDC 05116 ENGINEERING AWMRGER pAT'E DESIGNED BY DATE BMC 05116 PROJECT MANAGER DATE DRAWN BY DATE BDC 05116 PROTECT ENGINEER LIME CHECKED BY DATE NTS 753gthAJ�2�a�Je , 100% REVIEW "nt°F SACAJAWEA MIDDLE SCHOOL (206)2 6.1( 9 Tamma7-0720 02 SUBMITTAL � Federal Way SAFE ROUTES TO SCHOOL (20612BG1640 I (2531627-0720 wxw.kpg.com DRAINAGE DETAILS KPG PROJECT No 15132 1 SHT 19 OF 35 4.67' }-�4' I I 6" GRAVEL BEDDING -/ TREATMENT CHAMBER 6' TTOP OF RIM TREATMENT CHAMBER TO THROAT OPENING =9.5' f7 4001 l .- TOP OF WEIR WALL fi (INTERNAL BYPASS) PRE REATMENT CHAMBER PATENTED PERIMETER VOID AREA TREATMENT MEDIA VERTICAL UNDERDRAIN MANIFOLa— 'v DRAIN DOWN LJNE 6' CIL OUTLET PIPE WEIR WALL ELEVATION VIEW PLAN VIEW MODULAR WETLAND SYSTEMS LINEAR 4' X W DETAIL NTS MODULAR WETLAND SYSTEM TOP SLAB TOP OF CURB 1,71r0.51 11 5 I F 5' 1 I I f I I 3§" PREMOLDED I JOINT FILLER (TYP.) k I I I I I , TOP OF I I GUTTER PAN AT ! FACE OF CURB DEPRESSED GUTTER TRANSITION SECTION NTS TYPICAL GUTTER CURB HOOD, SEE DETAIL WITH 6' CURB TOP SLAB AT CURB OPENING ROADWAY SLOPE 4n I cV DEPRESSED GUTTER AT CURB OPENING 2" t1.5- T 7- OPENING OPINING AT 18.5" INTERIOR WALL OF MODULAR 25" WETLAND SYSTEM DEPRESSED GUTTER SECTION Approved By 15132STRMDET.&g FILENAME BDC 05116 ENGANEERING MANAGER DATE DESIGNED BY DATE BMC 05116 PROIECTMAMAGER GATE DRAWN BY DATE BDC 05116 CHECKED BY DATE PROIECf ENGINE CR DATE NTS CARTRIDGE In TOP OF CURB TO INVERT OUT = 4.1S PRE-TREATMENT AND DISCHARGE CHAMBER CURB OPENING WIDTH R2" 18. DEPRESSED GUTTERS PLAN VIEW 5' R1" i� S' SI RO.50" I TOP SL 2 , L100' �i75{ r 1/4' STEEL DIAMOND PLATE HOT DIP GALVANIZED EXPANSION JOINT -1 1" (AFTER FABRICATION) MATERIAL REAR UP A -A 753,i A.f,�2�20e� 100% REVIEW CITY OF SeB,WA96109 T'W" I (253)627-0720 SUBMITTAL Federal Way(206)28G1640 www.kpg.com CURB HOOD NTS SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL DRAINAGE DETAILS KPG PROJECT No 15132 1 SHT 20 OF 35 BEGIN WALL 1 WALL 1, STA 04 STA 17+80.OU, ,, , S DASH POINT ROAD (SR 509) CD G FG Ma � � c P am%.HJHVVC A rmni% PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. SEE WALL DETAILS, SHEET 22. 2 THESE ELEVATIONS AND WALL HEIGHTS HAVE BEEN PROVIDED FOR USE AS A GUIDE FOR CONSTRUCTION. THE RETAINING WALL SHALL BE CONSTRUCTED PER DETAILS, AND MANUFACTURERS RECOMMENDATIONS, EXCEPT AS ADJUSTED IN THE FIELD BY THE ENGINEER. WALLS EXCEEDING 4' IN HEIGHT SHALL HAVE ENGINEERED STAMPED DESIGN PROVIDED BY CONTRACTOR TO CITY. 3. FOR 6" PVC DRAIN PIPE INFORMATION SEE STORM DRAIN PLAN & PROFILE SHEETS 15-17. 4. CONSTRUCT WALL END CONFIGURATION WITH FENCE ADJACENT TO SEPARATE CHAIN LINK FENCE, LEAVING NO SPACE BETWEEN EACH FENCE FOR PASSAGE. CONSTRUCTION NOTES OCONSTRUCT MODULAR BLOCK CUT WALL, SEE WALL DETAILS, SHEET 22. O2 INSTALL 6" UNDERDRAIN PIPE, SEE WALL DETAILS, SHEET 22. O INSTALL CLEANOUT PER CFW STANDARD DETAIL 4-17. 445 445: , p..�.... mc"..................... ................_........ �� ......... ._..._. . pp.... ...711 . �..............:.�...�........�........... .. C�..... ....R?........ en .�¢.Q�3... ......... ...... �w.....*'�.....a 1 wq w I rtn�.3....... ..o... .. ... Q�..............-------......----. Fc. ..... 3 • .!�.z.^o va... TOP...O..F. WALL...... - ; ...... � 435 Z�o��....WQo 4� -c ac--...- ------ c� �a $ �� IN. U01NG_ _$ —3 ... $.� cn� W ad m � cae. ni c......... d EIGSTING GROUND .- $ o �� ..-- •--- -...-. WALL 1 m 3r.. ...... ... -t AEG '437�21 3.6 RT OF FACE aI��a .............................. OF WALL .- - NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN 430 — --- — _.:. --- — — __- - _ -- -- - .430 . �..s.. _ L1 0+00.00 126207.46 1272973.48 79.90' N 60"50'O6' E ............... ----- C1 0+79.90 126246.40 1273043.26 123.50' 29-Y8'47' 240.04" 1+43.05 63.15' 430;2-3 .......--...... ....................425I.E,G,.... .. .m.... ... ........................................................... _.... p ..q' ,z ................. LCONSTRUCT,MODULAR BLOCK PROPOSED BACK ... ............................. ........................... CUT WALL PER DETAIL . OF SIDEWALK .................... -................. 420 ....................................... ........................SH�.�. _ 420 0+00 1+00 2+00 PROFILE - WALL 1 R BIONB Approved By 15132WALLPLPP dg FILENAME BDC 05116 EHWNEERiNGmANAGER DATE DESIGNED BY DATE BMC 05/16 PROJECT MANAGER DATE DRAWN BY DATE BDC 05ns PRQIECT ENG1NE=(i DATE CHECKED BY DATE 753%Ai, ve�iSmJdfe A 100% REVIEW CITY OF SACAJAWEA MIDDLE SCHOOL SAFE s�mB'W"se'as T�e'W"seam SUBMITTAL Federal Way ROUTES TO SCHOOL (206(2Bfr1640 (253)627-0720 WALL PLAN & PROFILE WALL 1 PLAN & PROFILE KPG PROJECT No PROJECT No 151321SHT 21 OF 3521 OF 35 __j t� NOTES: 1. BACKFILL FOR MODULAR BLOCK WALL SHALL BE 'GRAVEL BACKFlLL FOR WALLS 2. ALLOW ROOM FOR TOPSOIL ON FINISH GRADE WHERE REQUIRED. 3. CONNECT UNDERDRAIN PIPES TO STORM DRAIN STRUCTURES AT THE LOCATIONS INDICATED ON THE PLANS. CONNECTION PIPES FROM WALLS TO STRUCTURES SHALL BE 6' SOLID -WALL CORRUGATED POLYETHYLENE (CPE). UNDERDRAINS TO BE SURROUNDED BY MINIMUM 1'X1', 1.5" MINUS DRAIN ROCK WRAPPED IN CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE CAP BLOCK PROFILE STATION & OFFSET REFERENCE u� 6" CSBC MIN.-/ MODULAR BLOCK CUT WALL NTS i ALL COMPONENTS TO BE PAINTED BLACK. FENCE ON WALL DETAIL NTS REVISIONS I Approved By 115132WALLDErdwg FILENAME BDC 05116 ENGINEr-IM MAeWiEq DATE DESIGNED BY DATE BMC 05116 PR°JE CT MANAGER GATE DRAWN BY DATE BDC 05116 CHECKED BY DATE PROJECT ENGINEER DATE POST CAP FABRIC: FUSED BONDED VINYL, COLOR BLACK CORNER/END POST (EVERY OTHER POST) TENSION BAND 12' ON CENTER INSTALL ON WALL PER MANUFACTURER'S RECOMMENDATIONS 4' BLACK VINYL COATED CHAIN LINK FENCE ON ALL WALLS. PLACE PER WALL MANUFACTURER'S RECOMMENDATION. SEE FENCE ON WALL DETAIL THIS SHEET. —EXISTING GROUND LINE REGRAOE AS NECESSARY r TO MATCH EXIST GROUND, UN[T FILL _ _ �_ '�� MODULAR BOLOCK WALL 1' MIN SECTION / j h 1 1.5 MAX 6" DIAM. PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN PIPE. SEE NOTE 3. WALLSCHEDULE APPROX CHAINLINK UNDERDRAIN WALL PLAN & WALL NAME AREA (SF) WALL TYPE CUT OR FILL FENCE (LF) PROFILE YES/NO SHEET NO. WALL 1 580 MODULAR BLOCK CUT 150 YES 21 TOTALS 580 150 i 7539thAve N Ave 100% REVIEW (2%)2,WA98,09 (ZO6) 28fr1640 TBromIWA 27t720402 I (253)627-0720 SUBMITTAL Federal Way WWW.11m.COm SACAJAWEA MIDDLE SCHOOL WALL DETAILS SAFE ROUTES TO SCHOOL KPG PROJECT No 16132 1 SHT ZZ OF 35 0 UM,011 rv11'1 1 F%W 0 10 20 40 60 SCALE IN FEET LUMINAIRE SCHEDULE G � LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # (SERVICE #) CITY LUMINAIRE POLE # COMMENTS 1 14+46 6.5' RT COBRA 150W, 90 LED, 53OmA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-1 2 15+50 6.5' RT COBRA 150W, 90 LED, 53OmA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-2 3 16+58 6.5' RT COBRA 150W, 90 LED, 53OmA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-3 4 17+67 1 6.5' RT I COBRA 150W, 90 LED, 530mA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-4 LEGEND EXISTING Na DESCRIPTION ROADWAY LUMINAIRE (COBRA) AND POLE SIGNAL POLE WITH COBRA LUMINAIRE AND MAST ARM EVPE DETECTOR E4 TEMPORARY VIDEO DETECTION CAMERA Im ELECTRICAL SERVICE CABINET ® SIGNAL CONTROLLER ® 0 DI 9 O Tl JUNCTION BOX TYPE 1, 2, 8 P — - - — CONDUIT 0 WIRE NOTE O CONSTRUCTION NOTE REVISIONS Approved By PROJECTMANAGER PROJECT ENGINEER WIRE NOTES ®RACEWAY) CONDUIT SIZE CONDUCTORS COMMENTS 1 3" ISPARE 2 2" 2-#8 (ILL) 3 EX EX 1-3CS, EX 1-2C (EVPE IND), EX 1-6PR (INTC) REFEED EXISTING WIRING 4 2" EX 1-3CS, EX 1-2C (EVPE IND), EX 1-6PR (INTC) 5 EX EX 2-3CS, EX 1-2C (EVPE IND) REFEED EXISTING WIRING 6 2" EX 2-3CS, EX 1-2C (EVPE IND) 7 2" EX 1-3CS, 1-2CS, EX 1-6PR (INTC) 8 EX 1-VID, EX WIRING 9 2" 2-#8 (ILL), 2-#6 (CONTROLLER PER) 10 3" 4-5C, 5-2CS, 2-#8 EX 4-5C, EX 1-3CS, 5-2CS, EX 1-6PR (INTC), EX WIRING 11 EX 2-#6 (CONTROLLER PER), EX WIRING 12 2" EX 1-3CS, EX 1-6PR (INTC) EX 4-5C, EX 1-3CS, 5-2CS, EX 1-6PR (INTC), 1-VID, EX WIRING 13 EX 2-#6 (CONTROLLER PER), EX WIRING 14 2" 2-#8 (ILL), 3-#12 (PC) 15 2" 4-#B (ILL), 3-112 (PC), 2-#6 (IRRIGATION PWR 16 2" 2-#6 (CONTROLLER PER) 17 2" 2-#6 (IRRIGATION PER) 18 EX 4-5C, 5-2CS, 2-#8 19 1 3" 3-#2/0 (SERVICE FEEDER) INCLUDES NEUTRAL 15U211-101.d.g FILENAME BAC 05/16 DATE DESIGNED BY DATE LAC 05/16 DATE DRAWN BY DATE JC 05/16 _ DATE CHECKED BY DATE NOTES 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE LARGEST CONDUCTOR (MIN 08 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE (SEE SPECIAL PROVISIONS) AND SHALL BE MARKED AS "CITY OF FEDERAL WAY" CONDUIT. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAYS AND FOR POWER FEEDER USE RIGID PVC SCH 80 CONDUIT. 7539thAve Ni502Jefeee �nAveWA 100% REVIEW CITY OF SeaMe,WA98199 (206)28G1640 Tacama,96402 I (253)627-0720 SUBMITTAL Federal Way wxw.kpg.cem CONSTRUCTION NOTES /-1 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, LUMINAIRE �J ARM, LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER LUMINAIRE SCHEDULE, THIS SHEET, AND CITY OF FEDERAL WAY STANDARD DOGS 3-39, 3-39A, 3-39B AND 3-40. COMPLETE WIRING PER THE WIRE NOTES, SEE SHEET 23. SEE SPECIAL PROVISIONS. FIELD LOCATE, INTERCEPT AND REROUTE EXISTING CONDUIT TO PROVIDE JUNCTION BOX ACCESS OUTSIDE OF FUTURE TRAVELED WAY. CONNECT TO NEW CONDUIT AND REFEED/COMPLETE EXISTING WIRING PER WIRE NOTES, SEE SHEET 23 AND CONSTRUCTION NOTE 013, SHEET 24. REMOVE UNUSED EXISTING CONDUIT. PRESERVE AND PROTECT CONDUIT TO cal REMAIN. F- La 12 REMOVE EXISTING JUNCTION BOX. BACKFILL AND COMPACT VOID, PER SPECIAL PROVISIONS. 2 1n 1n N aD Q ♦— N W Z J 2 U H Q GENERAL NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE LATEST AMENDMENTS TO STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY GUIDELINES AND STANDARDS. 2. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE POWER COMPANY (PSE) NEW SERVICES ENGINEER AT (888) 225-5773 FOR ALL COORDINATION WITH PSE PRIOR TO INSTALLATION OF METER BASE. 3. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. ALL EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 4. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL BE SPOT WELDED AT TWO SEPARATE LOCATIONS. 6, NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL)IF NUMBER OF BENDS EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE ENGINEER. 7. AN ELECTRICAL PERMIT FROM THE CITY OF FEDERAL WAY BUILDING DEPARTMENT IS REQUIRED PRIOR TO CONNECTION TO THE POWER SOURCE. CALL (253) 835-2607. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. UPON FINAL APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE, SO THAT ELECTRICAL SERVICE CAN BE AUTHORIZED. 8, THE CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT TO INSPECT THE UNDERGROUND INSTALLATION OF THE SERVICE CONNECTION FROM THE POWER SOURCE TO THE SERVICE CABINET. 9. COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH KING COUNTY MAINTENANCE REPRESENTATIVE: MARK PARRETT AT (206) 396-3763. PANEL SCHEDULE # 1650 LOCATION: S DASH POINT RD, APPROX STA 23+08, 38.0' RT VOLTS: 120/240 PHASE: 1 SERVING: SIGNAL, ILLUMINATION, ETC. I MAIN BREAKER: 100 AMPS WIRE: 3 CKT # LOAD DESCRIPTION KVA TRIP AMPS 1 15 3 15 5 7 _ 15 1 1 L 7 TRIP AMPS 0 15 6 20 8 15 15 1S ,It KVA LOAD DESCRIPTION CKT # 1 STREET ILLUMINATION (1,2,3,4,5,6,7,8) 1.5 26 SG`4AL TDNI MM FOR TENT & REDM 2 0.3 CONTROL PHOTOCELL 4 5 SIGNAL ILLUMINATION PM POINT & REDOrDO) 1 0 1.8 GROUND FAULT RECEPTACLE 6 0.2 HEATER STRIPS 8 9 ILLUMINATION SPARE - 0.4 IRRIGATION 10 - SPARE 12 13 SPARE SPARE 14 15 SPARE - - SPARE 16 17 SPARE SPARE 18 A 32.5 AMPS DEMAND LOAD (125%): 9.8 KVA 40.8 AMPS SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL ILLUMINATION PLAN STA 10+00 TO STA 18+25 KPG PROJECT No 15132 I SHT 23 OF 35 PLAN Aikh NOTES 1. FOR WIRE NOTES, LEGEND AND GENERAL NOTES, 0 10 20 40 60 SEE SHEET 23. SCALE IN FEET LUMINAIRE SCHEDULE LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT CIRCUIT # BASE (SERVICE #) CITY LUMINAIRE POLE # COMMENTS 5 18+76 6.3' RT COBRA 15OW, 90 LED, 53OmA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-5 6 19+86 5.6' RT COBRA 150W, 90 LED, 530mA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-6 l 7 20+90 5.0' RT COBRA 150W, 90 LED, 53OmA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-7 8 21+89 5.0' RT COBRA 150W, 90 LED, 53OmA (M-III, B3-UO-G3) 240V 6' 35' FIXED 1 (1650) 1650 1-1-8 WITH PHOTOCELL CONSTRUCTION NOTES n CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE AND ALL ASSOCIATED L/ EQUIPMENT/CONDUIT/WRING PER LUMINAIRE SCHEDULE, THIS SHEET, AND CITY OF FEDERAL WAY STANDARD DWGS 3-39, 3-39A, 3-39B AND 3-40. COMPLETE WIRING PER THE WIRE NOTES, SEE SHEET 23. SEE SPECIAL PROVISIONS. (1 CONSTRUCT FOUNDATIONS AND FURNISH AND INSTALL ONE 120/240V TYPE E-S2 SERVICE CABINET AND ONE BBS CABINET PER CITY OF FEDERAL WAY STANDARD DWG 3-45 & 3-45A. SLOPE FOUNDATION TO DRAIN AWAY FROM CABINET. CONNECT ALL FIELD WIRING AND COORDINATE METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. FOR PANEL SCHEDULE AND CENTER OF FOUNDATION LOCATION SEE PANEL SCHEDULE, SHEET 23. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. SEE SPECIAL PROVISIONS. INSTALL NEW VEHICLE DETECTION LOOP PER WSDOT STANDARD PLANS J-50.12 AND J-50.15. FOR LOOP SPACING SEE CITY OF L/ FEDERAL WAY STANDARD DWG 3-44. COMPLETE WIRING PER THE WIRE NOTES, SEE SHEET 23. SEE SPECIAL PROVISIONS. 4 ABANDON EXISTING LOOP DETECTORS AND DISCONNECT LOOP SPLICE IN THE ASSOCIATED JUNCTION BOX PRIOR TO SAWCUTTING. V EXISTING SIGNAL POLE AND LUMINAIRE TO REMAIN, PROTECT EXISTING WIRING DURING CONSTRUCTION. (� LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE EXISTING POWER FEEDER (EXISTING POWER FED FROM PACIFIC V HWY S & S DASHPOINT RD) AND COMPLETE WIRING PER WIRE NOTES, SHEET 23, TERMINATE NEW FIELD WIRING IN THE CONTROLLER CABINET. ONLY JOURNEY LEVEL WORK IS ALLOWED. COORDINATE ALL WORK WITH THE KING COUNTY TRAFFIC SIGNAL MAINTENANCE REPRESENTATIVE SEE SPECIAL PROVISIONS. 7 EXISTING JUNCTION BOX TO REMAIN. PRESERVE AND PROTECT EXISTING CONDUIT AND WIRING DURING CONSTRUCTION. (� EXISTING JUNCTION BOX TO REMAIN. INSTALL NEW CONDUIT/WIRING INTO EXISTING JUNCTION BOX. EXISTING SIGNAL ILLUMINATION V CIRCUIT SHALL BE REROUTED TO NEW ELECTRICAL SERVICE CABINET. REMOVE EJOSTING UNUSED SIGNAL ILLUMINATION WIRING TO EXISTING ELECTRICAL SERVICE AT PACIFIC HIGHWAY. COMPLETE WIRING PER WIRE NOTES, SEE SHEET 23. /n1 FIELD LOCATE, INTERCEPT AND REROUTE EXISTING CONDUIT TO PROVIDE JUNCTION BOX ACCESS OUTSIDE OF FUTURE TRAVELED WAY. �J CONNECT TO NEW CONDUIT AND REFEED/COMPLETE EXISTING WIRING PER WIRE NOTES, SEE SHEET 23 AND CONSTRUCTION NOTE #13, SHEET 24. REMOVE UNUSED OUSTING CONDUIT. PRESERVE AND PROTECT CONDUIT TO REMAIN. 10 AFTER NEW VIDEO DETECTION SYSTEM IS OPERATIONAL DISCONNECT LOOP SPLICE AND REMOVE EXISTING LOOP WIRING TO THE EXISTING SIGNAL CONTROLLER CABINET. REMOVE EXISTING JUNCTION BOX AND CAP AND ABANDON EXISTING CONDUIT. BACKFlLL AND COMPACT VOID, PER SPECIAL PROVISIONS. 11 PULL BACK AND REMOVE EXISTING INTERCONNECT CABLE BETWEEN THE SIGNALIZED INTERSECTIONS OF S DASH POINT RD/REDONDO WAY S AND S DASH POINT RD/11TH PL S. REFEED WIRING PER WIRE NOTES, SEE SHEET 23. COORDINATE WORK WITH KING COUNTY SIGNAL MAINTENANCE REPRESENTATIVE 12 REMOVE EXISTING JUNCTION BOX. BACKFlLL AND COMPACT VOID, PER SPECIAL PROVISIONS. 13 EXISTING TIMBER POLE MOUNTED EVPE DETECTORS TO REMAIN. PULL BACK AND COIL EXISTING EVPE CABLE FOR S DASH POINT RD/REDONDO WAY S SIGNALIZED INTERSECTION TO THE EXISTING JUNCTION BOX LOCATED ON THE SW CORNER OF S DASH POINT RD & REDONDO WAY S. PULL BACK AND REMOVE EXISTING EVPE AND INDICATOR CABLES FOR S DASH POINT RD/11TH PL S SIGNALIZED INTERSECTION TO THE INTERSECTION OF S DASH POINT RD/11TH PL S. PRESERVE AND PROTECT EXISTING WIRING. REFEED WIRING PER WIRE NOTES, SEE SHEET 23. COORDINATE WORK WITH KING COUNTY SIGNAL MAINTENANCE REPRESENTATIVE. 14 PROPOSED POWER SOURCE LOCATION. INSTALL SERVICE FEEDER WIRE UP TO THIS POINT FOR PSE USE, COIL AND PROTECT WIRING DURING CONSTRUCTION. COORDINATE AMOUNT OF COILED SERVICE FEEDER WITH PSE. PSE SHALL INSTALL AND COMPLETE THE FINAL CONNECTION TO THE POWER SOURCE COORDINATE ALL WORK WITH PSE. 15 FURNISH AND INSTALL PERMANENT VIDEO DETECTION CAMERA AND MOUNT ON THE EXISTING LUMINAIRE ARM, CABINET EQUIPMENT, AND WIRING PRIOR TO TRAFFIC SIGNAL LOOP MODIFICATIONS. COORDINATE WORK WITH KING COUNTY SIGNAL MAINTENANCE REPRESENTATIVE 16 FIELD LOCATE AND INTERCEPT EXISTING CONDUIT. CONNECT TO NEW CONDUIT AND COMPLETE WIRING PER WIRE NOTES, SEE SHEET 23. ABANDON CONDUIT WEST OF INTERCEPTION. PRESERVE AND PROTECT CONDUIT TO REMAIN. OVIRTUAL LOOP DETECTION ZONE SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE 17 FIELD. 18 UTILITY EQUIPMENT TO BE RELOCATED BY THE UTILITY COMPANY PRIOR TO FOUNDATION CONSTRUCTION. 19 LOCATION OF NEW IRRIGATION CABINET. FOR ADDITIONAL INFORMATION SEE IRRIGATION PLANS, SHEETS 28-31. 20 FIELD LOCATE AND INTERCEPT EXISTING CONDUIT. CONNECT TO NEW CONDUIT AND COMPLETE WIRING PER WIRE NOTES, SEE SHEET 23. ABANDON CONDUIT EAST OF INTERCEPTKIN. PRESERVE AND PROTECT CONDUIT TO REMAIN. 21 REMOVE ALL EXISTING SIGNAL WIRING FROM THE EXISTING LUMINAIRE POLE TO THE EXISTING SIGNAL CONTROLLER CABINET. INSTALL NEW WIRING PER THE WIRE NOTES AND TERMINATE NEW WIRING IN ASSOCIATED SIGNAL EQUIPMENT ON THE EXISTING LUMINARE POLE. BAG VEHICLE AND PEDESTRIAN SIGNALS AND PUSH BUTTONS WHEN NOT IN USE. SEE SPECIAL PROVISIONS. REVISIONS Approved By 151321LL01.dwg FILENAME �cm BAC 05116 100% REVIEW CITY OF ENGINEERING MANAGER ❑niE DESIGNED BY DATE 75391h Ave 2"Jefferson Ave PROTECT MANAGER pAT£ BAC DRAWN BY M16 DATE Se2ttle,WA98109 T2m, WA9W',2 SUBMITTAL Federal Way (266)286.169 (253)627-0725 PROJECT ENGMEER LATE JC CHECKED BY 05116 DATE www'kp9'coin SACAJAWEA MIDDLE SCHOOL ILLUMINATION PLAN SAFE ROUTES TO SCHOOL STA 18+25 TO STA 23+42 KPG PROJECT No 15132 SHT 24 OP 35 10 S DASH POINT ROAD (SR 509) II�11lfllll PLAN GIs' 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 01 SOD LAWN AREA; INSTALL 4" TOPSOIL TYPE A, TYP. OEXISTING TREE TO REMAIN, SAVE AND PROTECT PER DETAIL SHEET 27. 0 BACK -OF -WALK RESTORATION AREA; INSTALL 2' TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA WITH SEEDED LAWN MIX. w w STORMWATER MEDIA FILTER; TREE ONLY TO BE INSTALLED IF x 4 rn FILTERRA UNIT SELECTED. INSTALL 2' BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED 5 O AREA. 0 O6 INSTALL TREE WATERING BAG SYSTEM IF FILTERRA UNIT SELECTED. w z x U F- Q H uj co N - - - — — - - — - — - - _ - - _ , _� - — - - - W U) w F- Tn O O N i2s cn S DASH POINT ROAD (SR 509) n cn ~ z 3 3 4 4 1 4 6 1 z U H S � 3 I 1�•. v z 2 PLAN_ A 0 10 20 40 60 SCALE IN FEET REVISIONS Approved By 15132LPN01 dwg FILENAME CS 05/16 100% REVIEW "T' °° SACAJAWEA MIDDLE SCHOOL SAFE >�GINEERING WaVRG'ER DAiE DESIGNED BY DATE TS3 9th AVE N Z5O2 JBIIE4SP'I A.Gs PROJrE MANAGER DATE DRAWN BY 05/16 DATE S.N.WA98109 Ta.,WAIM Federal WaY SUBMITTAL ROUTES TO SCHOOL EG 05/16 188r16M10 283162T-0T20 PROJECT ENGINEER DATE CHECKED BY DATE 'NhW.I'pg.OMl — PLANT SYMBOL A 1 PLANT QUANTITY SEE SHEET 27 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. LANDSCAPE PLAN STA 10+00 TO STA 18+25 KPG PROJECT No 15132 1 SHT 25 OF 35 III j REVISIONS CONSTRUCTION NOTES 01 SOD LAWN AREA; INSTALL 4" TOPSOIL TYPE A. TYP. OEXISTING TREE TO REMAIN, SAVE AND PROTECT PER DETAIL SHEET 27. 3 BACK —OF —WALK RESTORATION AREA; INSTALL 2" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA WITH SEEDED LAWN MIX. S DASH POINT ROAD (SR 509)— — - ljf 2 2 Y� PLAN 0 10 20 40 60 SCALE IN FEET a 2 y _S_DASH POINT —ROAD -(SR 509) — 40- 23 Approved By 15132LPNOi.dw9 FILENAME CS 05116 DESIGNED BY DATE CS 05/16 DRAWN BY DATE EG 05116 CHECKED BY DATE PLAN 0 10 20 40 sD SCALE IN FEET 7539thAvei�i2511J&wk 100% REVIEW "'Y or SACAJAWEA MIDDLE SCHOOL Seatlle,WA93109 TWA99402 Federal Way Izasl ze�lsa0 I Izs31 53)62s2i-0Tsa SUBMITTAL SAFE ROUTES TO SCHOOL NWVl,�9.Wm PLANT SYMBOL R t PLANT OUANT1TY SEE SHEET 27 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. LANDSCAPE PLAN STA 1 B+25 TO STA 23+42 KPG PROJECT No 15132 LSHT 26 OF 35 m LANDSCAPE SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME SIZE QTY REMARKS STREET TREES T1 ACER X FREEMANII'JEFFERSRED'/ AUTUMN BLAZE MAPLE O" CAL 12'-14' HT. 23 B&B WELL —BRANCHED STORMWATER MEDIA FILTER TREE T2 MAWS 'ADIRONDACK'/ ADIRONDACK CRABAPPLE 2" CAL 10'-12' HT 1• TO BE PROVIDED BY FILTERRA UNIT MANUF. SOD INSTALLATION 380 SY SEEDED LAWN INSTALLATION 300 SY 'TREE FOR STORMWATER MEDIA FILTER UNITS TO BE INSTALLED ONLY IF FILTERRA UNIT SELECTED; TREE SHALL BE PROVIDED BY FILTERRA UNIT MANUFACTURER. 1'-0" MAX TO LIMIT OF GRADING GENERAL NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 OR MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS 3, DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF ENGINEER. REMOVABLE 6' HT CHAINLINK TREE 4• ALL SEEDED LAWN AREAS SHALL RECEIVE 4" DEPTH TOPSOIL TYPE A, PROTECTION FENCING TYP.; REMOVE AND DISPOSE OF SUBGRADE AS REQUIRED. 5. STREET TREES SHALL MEET WSDOT STANDARD "STREET TREE GRADE" SPECIFICATION. 7. ALL DISTURBED AREAS NOT BEING PLANTED OR SEEDED SHALL RECEIVE 2" BARK OR WOOD CHIP MULCH, TYP. I l I' I TREE PROTECTION NOTES EXCAVATION ZONE, SEE NOTE 2 TREE PROTECTION DETAIL NTS CEMENT CONCRETE CURB BARK OR WOOD CHIP I CEMENT CONCRETE SID ROOT BARRIER, TYP. TOPSOIL TYPE A 1. �� `•• 2" DEPTH BARK OR WOOD CHIP MULCH TREE TRUNK SOD LAWN CEMENT CONCRETE SIDEWALK ROOT BARRIER, TYP REVISIONS Approved By 15132LPN01,dwg FILENAME cs 05116 �NGIf1EER1NG I,WfAGER DATE DESIGNED BY DATE cs 05116 PHWECT MANAGER OWE DRAWN BY DATE EG 05116 PROJECT ENGINEER DATE CHECKED BY DATE I 8'—O" EQ. EQ. EQ. EQ. 4'-0" PLAN TYPICAL STREET TREE PLANTING DETAILS TRUNK TREE STAKE PREVAILING WIND TREE STAKE ROOT BALL TREE STAKING PLAN IN —ABRASIVE RUBBER TREE TIES DIA. WOOD STAKE; STAKES SHOULD BE CATER OUTSIDE OF ROOT BALL AND SHALL )T INTERFERE WITH PERMANENT BRANCHES OT FLARE SHALL BE LOCATED ABOVE OUND LINE; TOP OF ROOT BALL SHALL FLUSH WITH FINISH GRADE SOIL BERM ABOVE ROOT BALL SURFACE; RM SHALL BEGIN AT ROOT BALL EDGE BARK OR WOOD CHIP MULCH; EP AWAY FROM TREE TRUNK ISH GRADE DT BARRIER, TYP. PSOIL TYPE A ARIFY SUBGRADE PRIOR TOPSOIL INSTALLATION .COMPACT SUBGRADE BELOW ROOT BALL TO PREVENT SETTLING 1. SIX FOOT HIGH HIGH —VISIBILITY FENCE SHALL BE PLACED AT DRIPUNE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING. 4• PORTIONS OF THE CHAIN LINK FENCE MAY BE MOVED 1/3 INTO THE DRIP LINE IF UNABLE TO PROTECT ENTIRE DRIP LINE AREA. THIS IS ONLY PERMITTED FOR PORTIONS OF THE DRIP LINE AREA THAT ARE IN CONFLICT NTH CONSTRUCTION ACTIVITIES BASED UPON ENGINEER'S APPROVAL 5. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER PRIOR TO START OF CONSTRUCTION ACTIVITIES. 6. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS, SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. 7. MAINTAIN FENCING IN PLACE UNTIL THE CITY AUTHORIZES REMOVAL OR A FINAL APPROVAL IS ISSUED. 8. SIGNS SHALL BE ATTACHED TO THE TREE PROTECTION FENCING STATING THAT THE TREE IS DESIGNATED FOR PROTECTION AND THE AREA INSIDE OF THE FENCE IS NOT TO BE DISTURBED UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER. TREE PLANTING NOTES 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOTBALL DIAMETER. 2. CUT ALL TIES AND REMOVE BURLAP FROM ROOTBALL 3. REMOVE ALL PLASTIC AND TWINE. 4• BACKFILL TOPSOIL TYPE A AROUND ROOT BALL IN 6" UFTS AND LIGHTLY RECOMPACT EACH UFT; AFTER BACKFILUNG, WATER IN ROOT BALL TO SETTLE THE SOIL 5. PLANT TREES WITH ROOT FLARE VISIBLE; DO NOT COVER TOP OF ROOTBALL WITH SOIL 75391vp�G 100% REVIEW "T"°F SACAJAWEA MIDDLE SCHOOL (206)2WA9N9,09 T5uma7-072002 SUBMITTAL Federal 1Nay SAFE ROUTES TO SCHOOL (2061296-1640 � (253)62T-0720 LANDSCAPE PLAN SCHEDULE & DETAILS KPG PROJECT NO 15132 l SHT 27 0F 35 G G — a 1- W W PLAN 0 10 20 40 50 SCALE IN FEET p 13 S DASH POINT ROAD (SR 509) - P ------------ P W 2 � — 5 cn 3 0 7 \ �+ rn z J 2 H Q �f I E 0 Li I� = FO :O Fp F❑ K V) f6 Cn f - G G G G G G G G 4 G G O O V) W �4 Y4- z J4 �4" r� P �� P P P Ltd 41, 0 s s ' .:. O REVISIONS PLAN, 0 10 20 40 BO SCALE IN FEET m cV F W G 1n N aD rn CONSTRUCTION NOTES 0 1 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES SHEET 30. CONTRACTOR SHALL COORDINATE ALL SLEEVING LOCATIONS AND INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING INSTALLATION. OINSTALL CONTROL VALVE BOX IN PLANTER, TIGHT TO EDGE OF 2 SIDEWALK OR BACK OF CURE. TO MAXIMIZE PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. OINSTALL METER AND POINT OF CONNECTION EQUIPMENT, SEE DETAIL 3 SHEETS 30 OS INSTALL IRRIGATION LINES TIGHT TO BACK OF SIDEWALK, TYP. 07 APPROX LOCATION OF IRRIGATION SERVICE LINE TAP - TBD PIPE SIZE CHART GPM SIZE 0-E 4' E-15 1" 15 - 22 1's 22 - 35 1Y i 35 - 55 2" IRRIrATIr)N grwmin F SYMBOL MANUFACTURER MODEL NO. AUTOMATIC CONTROL VALVE "HUNTER MP ROTATOR STRIP SERIES CS SST SEE SHEET 30 FOR COMPLETE IRRIGATION SCHEDULE. SEE SHEETS 30-31 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. Approved By 151321RROI,dwg FILENAME lcxpcxol LG 212018 REVIEW �'ry °F SACAJAWEA MIDDLE SCHOOL SAFE IRRIGATION PLAN ENGiNEERINGAWIAGF3i DATE DESIGNED BY DATE JJ zrzols 753MAYON S�Itle,WA9B109 2502Je&rMnAve Tacuma,WA9B402 100% Federal V11a Y STA 10+00 TO STA 18+25 PROJECTMATIAGER DATE DRAWN BY DATF 205250-,54U SUBMITTAL ROUTES TO SCHOOL LG 2r201s I ) (253)627-0720 PROJECT ENGINEER DATE CHECKED BY WW1!'lq)g'Wm 28 35 KPG PROJECT No 15132 SHT OF __j REVISIONS FO FO GAG G� \ G G FO F° S DASH POINTROAD (SR 509) r N4' N4" y44" 4 1'Y4" G D 3' +; �2j 01 2- 5 _ 1 PLAN nA 0 10 20 40 60 SCALE IN FEET � G r G D 41� ASWRGINT RBAO- SR-509)- r :2 N y !! e Ak 6 � 5 4 lip PLAN 0 10 20 40 60 SCALE IN FEET By 151321RROLd g -- FILENAME LG 212016 [LATE DESIGNED BY DATE A 212016 DATE DRAWN BY DATE LG 21W016 DATE CHECKED BY DATE 7r�gg,pveN iii 2Je0e`rspnA+f,, 100% REVIEW [Irr of Sea81e,WA98109 Tac6ma,WA98402 Federal Way (206)286-1640 I (253)627-0720 SUBMITTAL www.lq)g.com CONSTRUCTION NOTES 1OMAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES SHEET 30. CONTRACTOR SHALL COORDINATE ALL SLEEVING LOCATIONS AND INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING INSTALLATION. O2 INSTALL CONTROL VALVE BOX IN PLANTER, TIGHT TO EDGE OF SIDEWALK OR BACK OF CURS, TO MAXIMIZE PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. O4 INSTALL IRRIGATION CONTROLLER, SEE DETAIL SHEETS 30 AND SIGNALIZATION PLANS, FOR POWER SUPPLY LOCATION. 50 INSTALL IRRIGATION LINES TIGHT TO BACK OF SIDEWALK, TYP. s INSTALL 3' CONDUIT FOR IRRIGATION CONTROL WIRING, FROM CONTROLLER TO PLANTER. PIPE SIZE CHART GPM SIZE 0 - 8 3%4' 8 - 15 1' 15 - 22 1ti4 22 - 35 1ti 35 - 55 2" IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. RAINBIRD AUTOMATIC CONTROL VALVE d HUNTER MP ROTATOR STRIP SERIES CS SST SEE SHEET 30 FOR COMPLETE IRRIGATION SCHEDULE. SACAJAWEA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL SEE SHEETS 30-31 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IRRIGATION PLAN STA 18+25 TO STA 23+42 KPG PROJECT No 15132 1 SHT 29 OF 35 IRRIGATION LEGEND GENERAL NOTES SYMBOL MANUF. MODEL NO. DESCRIPTION HUNTER PROS-06 & MPLC/RCS515 LAWN HEAD - 6' POP-UP. 4'x15% 4'x3O' AT 40 PSI. SIDE & CORNER STRIP NOZZLE, INSTALL ON FLEXIBLE RISER. RAINBIRD CONTROLLER ESP-12LXM (1) 12 STATION CONTROLLER, WITH STAINLESS STEEL CONTROL CABINET AND PEDESTALS. PROVIDE 3 SPARE WIRES (RED) FROM CONTROLLER THROUGH EACH CONTROL VALVE BOX,TO FURTHEST VALVE BOX FROM CONTROLLER. SEE SIGNAL PLANS FOR ELECTRICAL CONNECTION. RAINBIRD PESB SERIES SPRAY SYSTEM AUTOMATIC CONTROL VALVE - SIZE AS NOTED ON PLAN. SEE DETAILS, SHEET 31 POINT OF CONNECTION EQUIPMENT. SEE DETAILS THIS SHEET FEBCO 850 1' DOUBLE CHECK VALVE LEGEND T-401 BRASS SHUTOFF VALVE BUCKNER OB44-LRC-10 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL ONE AT DOUBLE CHECK VALVE ASSEMBLY. INSTALL PER DETAILS AND AS NOTED ON PLANS. 1' IRRIGATION METER SUPERIOR 3100 1" MASTER CONTROL VALVE. SEE DETAIL THIS SHEET d © 0® �V © I'M'C'I ----- PVC SCH 40, IRRIGATION MAIN LINE - 24" MIN. COVER - SIZE AS NOTED. PVC SCH 40, LATERAL SUPPLY LINE - 18' MIN. COVER - SIZE AS NOTED. SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. --------- MASTER CONTROL VALVE NTS REVISIONS I Approved By 1 INDICATES VALVE # 10.5 INDICATES APPROX. GPM ]Y" INDICATES VALVE SIZE PLASTIC VALVE BOX AND COVER, SIZE TO FIT VALVE MASTER SHUT OFF VALVE PVC NIPPLE, DIA. OF VALVE - MIN. 4" LONG SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION - TYP. PVC PRESSURE MAIN TO FLOW SENSOR 4" MIN. PEA GRAVEL BRICK SUPPORTS; TYP. EACH CORNER PVC 90' ELBOW PVC PIPE -THREADED SCH 80, NIPPLE LENGTH AS REQ. PVC PRESSURE MAIN TO DCV PVC THREADED ELBOW OR TEE 151321RR01 dwg FILENAME LG 212015 DATE DESIGNED BY DATE JJ 212011 DATE DRAWN BY DATE LG CHECKED BY MGM DATE _ DATE NOTE. COPPER TRACE WIRE ON ALL INSTALL WARE BUNDLE IRRIGATION UNES, TYPICAL BELOW PIPE Ok NYLON TY-WRAP AT 10' OC IRRIGATION MAINLINE, SIZE ��L f AS INDICATED ON PLAN — WIRE BUNDLE, SLEEVE ALL HARE WHERE THERE IS NO IRRIGATION PIPE AVAILABLE CONTROL WIRE BUNDLE INSTALLATION NTS MASTER CONTROL VALVE POC VALVE BOX DOUBLE CHECK VALVE PRESSURE REDUCING VALVE BRASS SHUT OFF VALVE, INSTALL IN SEPARATE VALVE BOX, PER DETAILS, SHEET 31 IRRIGATION METER INSTALL PER LAKEHAVEN UTILITY DISTRICTS STANDARDS MAINIRRIGATIONE me P V m TO PRESSURE MAIN LINE MAIN 1" QUICK COUPLER VALVE NOTE: CONNECTION TO PRESSURE MAIN SHALL NOT BE MADE UNTIL IRRIGATION MAIN LINE IS PRESSURE TESTED. SEE INSTALLATION DETAIL, SHEET 31. TYPICAL POINT OF CONNECTION ASSEMBLY NTS 3" TYP r LOCATE PER ENCLOSURE I i-�- NOTE: GROUND CONTROLLER WITH 8' LONG COPPER CLAD GROUND ROD & 12# BARE COPPER WIRE WITH CLAMP ro"4-." l l 4 i 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTIUTIES DURING INSTALLATION OF IRRIGATION SYSTEM. 2. MAINLINE AND LATERAL LINES TO BE LOCATED IN PLANTER AREA WHERE POSSIBLE. LOCATION SHOWN IS DIAGRAMMATIC. ADJUST LOCATIONS AS NECESSARY. DO NOT OVER -SPRAY ONTO PAVED SURFACES. 3• MAIN UNE SHALL BE BURIED TO A DEPTH OF 24" BELOW FINISH GRADE. LATERAL LINE FOR SPRAY ZONES SHALL BE BURIED TO A DEPTH OF 18" BELOW FINISH GRADE. LATERAL LINE FOR BUBBLER ZONES SHALL BE BURIED TO A DEPTH OF 12' BELOW FINISH GRADE. 4. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED AS PER SPECIFICATIONS. 5. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT 30 PSI. CONTRACTOR SHALL FIELD CHECK EXISTING WATER PRESSURE, ADJUSTING PRESSURE REDUCING VALVE (PRV) AS NECESSARY TO PROVIDE OPTIMUM PERFORMANCE. 6. SLEEVE UNDER ALL PAVED SURFACES AND CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING. SLEEVING SHALL BE (2) TIMES THE DIAMETER OF THE INSERT PIPE AND WIRES. CONTRACTOR MUST COORDINATE SLEEVING WITH INSTALLATION OF UNDERGROUND UTILITIES (INCLUDING ELECTRICAL, SEWER, WATER AND GAS) SIDEWALK, URBAN DESIGN FEATURES AND ILLUMINATION. 7. CONTROLLER WIRES SHALL BE TAPED TO IRRIGATION MAIN LINE WHERE POSSIBLE IF NOT AVAILABLE, WIRES TO CONTROLLER SHALL BE PLACED IN 1'/lX' SLEEVE, USE 3M DBY SPLICE KITS. 8. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL BY CITY OF FEDERAL WAY AND LAKEHAVEN UTILITY DISTRICT. SYSTEM IS SPECIFICALLY DESIGNED FOR IRRIGATION EQUIPMENT SHOWN ON PLANS AND SUBSTITUTION WILL REQUIRE REDESIGN AND RECALCULATION OF IRRIGATION ZONES. 9. IRRIGATION TRENCHING NEAR ANY TREES TO REMAIN SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISTURBANCE POSSIBLE. TRIM AND CUT CLEAN ANY EXPOSED OR DAMAGED ROOTS. CONTROLLER ENCLOSURE PER SCHEDULE, THIS SHEET 4 ANCHOR BOLTS WITH WASHERS & 2 NUTS (TYP). SIZE AND LENGTH PER MANUFACTURER'S RECOMMENDATION y�,i1. PVC CONDUIT SWEEP FOR VALVE WIRES TO CONTROL VALVES. PVC CONDUIT SWEEP,TO ELECTRICAL PANEL, SEE ILLUMINATION PLANS. SIZE AS REQUIRED. SECTION IRRIGATION CONTROLLER FOUNDATION 753� J� 10MADVIEW "'r°F SACAJAWEA MIDDLE SCHOOL s� 6WA -1W 9 TAcam3 WA -0720 2 900min i Federal Way SAFE ROUTES TO SCHOOL (20G)285-1040 (253)627-0720 mm kpg.com IRRIGATION PLAN SCHEDULE & DETAILS KPG PROJECT No 15132 1 SHT 3O OF PROJECT No 1513z sHr of 355 j 1_; I J NOTE VALVE BOX - SEE SPECS ONLY ONE (1) VALVE PER VALVE BOX SEAL ALL THREADED r WIRE LOOP - CONTROL WIRES JOINTS WITH TEFLON TAPE ON MALE THREADS ONLY FINISH GRADE AUTOMATIC CONTROL VALVE' PVC NIPPLE, DIA. OF I-1 - VALVE - MIN. 4" LONG III SCHEDULE 80 REDUCER (SxTH) 12' - SCHEDULE 80 UNION - TYP. T 18" PVC LATERAL LINE - 4" MIN. PEA GRAVEL ' a A BRICK SUPPORTS; TYP. 1l i l lii iiii I li l l ti- 7TLL EACHCORNER PVC 90' SLIP -THREAD ELBOW PVC PIPE - THREADED SCH 80, NIPPLE LENGTH AS REQ. PVC PRESSURE MAIN PVC THREADED ELBOW OR SLIP -THREAD -SLIP TEE SPRAY IRRIGATION AUTOMATIC CONTROL VALVE NTS FINISH GRADE -VALVE BOX (10" ROUND) I - QUICK COUPLER o i - (2) STAINLESS STEEL CLAMPS QUICK COUPLER VALVE TO STAKE - SCHED. 80 PVC NIPPLE N 3' #4 REBAR STAKE 360' PVC TRIPLE SWING JOINT - PVC PRESSURE MAIN SCFED. 40 PVC TEE OR ELBOW WITH THREADED OUTLET SIDE ELEVATION QUICH COUPLER -360' PVC TRIPLE SWING JOINT PVC THREADED SLIP -THREAD -SLIP TEE AT MAINLINE SECTION THROUGH MAIN LINE NOTE. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. TRIPLE SWING JOINT/ QUICK COUPLER DETAIL NTS REVISIONS I Approved YAHAC�.fi ENGINEER 151321RR01.d.g FILENAME LG 22016 DATE DESIGNED BY DATE JJ 22016 DATE DRAWN BY DATE LG 22016 DATE CHECKED BY DATE z N PVC COPPER BACK TO METER QUICK COUPLER ON BRASS NIPPLE AND TEE FINISH GRADE TWO STACKED METER BOXES WITH REMOVABLE COVER COVER PER LAKEHAVEN UTILITY DISTRICT STANDARDS. �� f i l i i i 11 SIZE TO FIT EQUIPMENT. -II _ii - COMPACT BACKFILL i APPROVED DOUBLE CHECK VALVE, INSTALL PER -�- LAKEHAVEN UTILITY DISTRICTS STANDARDS. -L COPPER UNION AND PIPE PRESSURE REDUCING VALVE ALL FITTINGS PVC �� r a� � T 3 0 u_ PVC IRRIGATION MAIN 127 MIN. PRESSURE MAIN CONNECT TO SHUT OFF VALVE AND METER. S' i`T--I117 3/4" GRAVEL NOTE: INSTALL ASSEMBLY IN ACCORDANCE WITH DOH STANDARDS AND LAKEHAVEN UTILJTY DISTRICT REQUIREMENTS. SEE TYPICAL POINT OF CONNECTION ISOLATION VALVE ASSEMBLY, SHEET 30 DETAIL DOUBLE CHECK VALVE ASSEMBLY NTS FINISH GRADE COMPACT BACKFILL TELESCOPING VALVE BOX WITH LOCKING COVER - FLUSH WITH FINISH GRADE BRASS SHUT OFF VALVE BRASS NIPPLE, DIAMETER OF VALVE, MINIMUM 4" LONG - BOTH SIDES PRESSURE MAIN BRASS UNION - BOTH SIDES 3/4" GRAVEL SUMP NOTE: ONLY ONE VALVE PER VALVE BOX. SEAL ALL THREADED JOINTS PATH TEFLON TAPE ON MALE THREADS ONLY BRASS SHUT OFF VALVE FINISH SURFACE OF PAVEMENT OR CURB SPRINKLER FLUSH WITH GRADE FINISH GRADE PVC TEE OR ELBOW PVC LATERAL LINE BARBED POLYETHYLENE 90 DEGREE ELBOW 1/2' DIA. x 12" MIN POLYETHYLENE FLEX PIPE BARBED POLYETHYLENE 90 DEGREE ELBOW TYPICAL FLEXIBLE RISER NTS , �nAv6il JeftunAw 100% REVIEW CITY OF SACAJAWEA MIDDLE SCHOOL (206)2WI640 T53)62-0720 2 SUBMITTAL .w Federal Way SAFE ROUTES TO SCHOOL (2g61PBE1640 �12s31sv-0Izo www.Yyg.cag IRRIGATION PLAN DETAILS KPG PROJECT No 15132 I SHT 31 OF 35 e 2 7 r a 0 m N 10 li 12 CHANNELIZATION POINT TABLE NUMBER STATION OFFSET DESCRIPTION 1 11+46.36 85.25' RT STALL 2 13+35.36 85.25' RT STALL 3 13+29.71 23.25' LT AP BEGIN 4 14+29.71 6.00' LT AP 5 14+29.71 21.00' LT BEGIN 6 14+89.10 2.54' LT SYM. CENTER S DASH POINT ROAD (SR 509) 0 3 1 8 (TYP) 0 . r - v I SACAJAWEA MIDDLE SCHOOL H w w x u) 6 � 5 0 0 4 N w----- --------------- ----- z / —� J x U Q 52 2 I NO I DATE BY I APPR I REVISIONS •0 Approved By PLAN 0 10 20 40 60 SCALE IN FEET S DASH POINT ROAD (SR 509) PLAN 0 10 20 40 60 SCALE IN FEET 15132CHANOIAd g FILENAME BDC 05/16 DESIGNED BY DATE BMC 05/16 DRAWN BY DATE BDC 05/16 CHECKED BY DATE .' En N Li --------- — — — — — — — — -- ---- — Z — — x 1 � SACAJAWEA PARK GENERAL NOTES 1. REMOVE ALL CONFLJCTING EXISTING CHANNELIZATION. 2 ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3. OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW STANDARD DETAIL 3-51. 5. FOR MUTCD STANDARD SIGN INFO, SEE TABLE, THIS SHEET. CONSTRUCTION NOTES IJ 4" WHITE EDGE LINE, PER CFW STD DET 3-17. PAINTED BICYCLE LANE SYMBOL, WHITE, PER WSDOT STD PLAN M-9.50-02 �3 REMOVE �4 4" DOUBLE YELLOW CENTERLINE, PER CFW STD DET 3-17 �5 4° WHITE PAINTED LINE FOR PARKING STALL �6 MATCH EXISTING 7❑ PROTECT EXISTING CHANNEUZA11ON SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 12+87.87 3.60' LT R3-17, R3-17aP NEW S2 14+38.36 3.00' RT R2-1 (40) RELOCATE S3 15+73.37 3.08' RT WI-3. W13-1P RELOCATE S4 17+99.01 3.02' RT R3-17 NEW S5 20+64.51 3.00' RT W3-3 RELOCATE S6 21+28.72 3.00' RT R3-17, R3-17aP NEW S7 22+24.20 3.00' RT R10-7 RELOCATE STANDARD SIGN INFO DESIGNATION DESCRIPTION SIZE R2-1 (40) SPEED DMIIT 40 MPH 24" X 30" R3-17 BIKE LANE 24" X 18" R3-17aP AHEAD 24" X 8" R3-17bP ENDS 24" X 8" R1D-7 DO NOT BLOCK INTERSECTION 24" X 30" WI-3 CURVE SYMBOL 30" X 30" W3-3 SIGNAL AHEAD 30" X 30" W13-1P 25 MPH 18" X 18" 753bA� ve�i2502Jelfee 100% REVIEW "7' °` SACAJAWEA MIDDLE SCHOOL (206)2WA99109 T53)62A720 2 SUBMITTAL Federal llllay SAFE ROUTES TO SCHOOL (205128G1640 I (2531627-0720 wwx•Iq)g.c6m CHANNELIZATION PLAN STA 10+00 TO STA 18+25 'G PROJECT No 15132 SHT 32 OF 35 S DASH POINT ROAD (SR 509) 6 4 3 \ 14 \ Gyms 15 - L S5 SACAJAWEA PARK 25� $6 PLAN `\%� 0 10 20 40 60 SCALE IN FEET / ti 7 S DASH POINT ROAD (SR 509) a, 3 r �i - - - - - y t 0 Ln �1 REVISIONS SACAJAWEA PARK Approved By EW34iE 5 RING MANAGER PROJECT MANAGER PROJECT ENGINEER 15132CHAN01.dwg FILENAME BDC 05I16 DATE DESIGNED BY DATE BMC 05116 DATE DRAWN BY DATE BDC 05I16 DATE CHECKED BY DATE CHANNELIZATION POINT TABLE NUMBER STATION OFFSET DESCRIPTION 7 18+01.79 me LT SYM. CENTER 8 18+16.36 5.67' LT AP 9 1 18+34.10 20.98' LT END 10 18+51.41 4.10' LT AP 11 18+58.31 4.00' LT PC 12 19+68.61 4.00' LT MIDPOINT 13 20+60.01 4.00' LT PT 14 20+69.38 4.00' LT PC 15 21+30.06 1.51' LT SYM. CENTER 16 21+93.87 4.00' LT PT 17 22+60.21 4.94' LT END PLAN 4 0 10 20 40 60 SCALE IN FEET T�9mKpJ� 100% REVIEW CITY flF & Seattle, WA 98109 Tacoma, WA 9BM102 �1. (1627-0120 SUBMITTAL Federa l Way www.kpg.com GENERAL NOTES 1. REMOVE ALL CONFLICTING EXISTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3• OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW STANDARD DETAIL 3-51. 5. FOR MUTCD STANDARD SIGN INFO, SEE TABLE, THIS SHEET. CONSTRUCTION NOTES ❑1 4" WHITE EDGE LINE, PER CFW STD DET 3-17. 1 PAINTED BICYCLE LANE SYMBOL, WHITE, PER WSDOT STD PLAN M-9.50-02. ❑3 REMOVE ® 4" DOUBLE YELLOW CENTERLINE, PER CFW STD DET 3-17 n5 4" WHITE PAINTED LINE FOR PARKING STALL © MATCH EXISTING F7 PROTECT EXISTING CHANNELIZA11ON SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 12+87.87 3.60' LT 113-17, R3-17aP NEW S2 14+38.36 3.00' RT R2-1 (40) RELOCATE S3 15+73.37 3.08' RT WI-3- WI3-1P RELOCATE S4 17+99.01 3.02' RT R3-17 NEW S5 20+64.51 3.00' RT W3-3 RELOCATE S6 21+28.72 3.00' RT R3-17, R3-17& NEW S7 22+24.20 3.00' RT R10-7 RELOCATE STANDARD SIGN INFO DESIGNATION DESCRIPTION SIZE R2-1 (40) SPEED UMIIT 40 MPH 24" X 30" R3-17 BIKE LANE 24" X 18' R3-17aP AHEAD 24" X 8" R3-17bP ENDS 24" X 8" R7D-7 DO NOT BLOCK INTERSECTION 24" X 30" WI-3 CURVE SYMBOL 30" X 30' W3-3 SIGNAL AHEAD 36" X 30" W13-1P 25 MPH 18" X 18" SACAJAWEA MIDDLE SCHOOL I CHANNELIZATION PLAN SAFE ROUTES TO SCHOOL STA 18+25 TO STA 23+42 KPG PROJECT No 15132 1 SHT 33 OF 35 TRAFFIC CONTROL LEGEND ARIAL NARROW FONT 0 CHANNEUZATION DEVICES WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN (BUSINESS ACCESS SIGN), SEE DETAIL THIS SHEET x CHANNEUZATION DEVICES TRAFFIC FLOW DIRECTION M TEMPORARY SIGN LOCATION ® TRANSPORTABLE ATTENUATOR / PROTECTIVE VEHICLE SIDEWALK CLOSED END R9-9 ROAD WORK IOC - ,jy G20-2A SPEED - LIMIT25 Br p c2a—saP � " 9USINESSES T OPENDURING N © rACCESS ® ACCESS G 1 W20-1 + ONSTRUCTION 401 � 4.5'\� � F BUSINESS ACCESS SIGN 9o' J - _ -_# . NTS # 4- - SACAJAWEA PARK Roan \ R2-1 WORT[ SHOULDER nHEAD xnwc L1 �- w20-1 END ROAD WORK 25 WN AHEAD W3-5o .... • ycA 4160 1 xrwxamo racu OC6f1IX RaAu R9-11 rraRls W20-1 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE WIDTH (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 1 225 295 495 550 12 125 180 z45 320 540 600 MINIMUM TAPER LENGTH = Ll3 (feet) SHOULDER WIDTH (FEET) POSTED SPEED (MPH) 25 30 1 35 1 40 1 45 1 50 8 40 40 1 60 1 90 120 130 10 40 60 1 90 1 90 1 150 170 # R9-10 1 i� - O # Rona WORK a- ##O 7 0 �1 o PLAN SHOULDER CLOSURE wJ 0 25 50 100 150 SCALE IN FEET It 2' MIN 10' MIN 10' MIN 12'1 CONSTRUCTION ZONE RU LANE RU LANE MIN Y' SHY FROM LANE EDGE TO ANY FIXED OBJECT OR PVMT DROP > 1' I TEMPORARY TRAFFIC CONTROL TYPICAL SECTION NTS CHANNELIZING DEVICE SPACING POSTED SPEED LIMIT (MPH) IN TAPER (FEET) IN TANGENT (FEET) 25 / 30 20 40 35 / 45 30 60 NOTE: DEVICE SPACING SHALL BE HALF DISTANCE FOR OPPOSING TRAFFIC DEVICES. ftEvi51ON3 Approved By 15132TC01 dwy FILENAME BDC 05116 ENGINEERING MANAGER DATE DESIGNED BY DATE BMC 05116 PROACTa1riNAGER DATE DRAWN BY DATE BDC 05116 PRR]EC1• ENGINEER DATE CHECKED BY DATE G20-2A W20-1 SIGN SPACING = X (1) ROAD TYPE SPEED LIMIT SIGN SPACING URBAN STREETS 25 MPH OR LESS 100' t (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' f (1) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS BUFFER DATA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 LENGTH (B) 155' 200' 250' 305' 360' 495' TRANSPORTATION ATTENUATOR 30 FT MIN MINIMUM HOST VEHICLE WEIGHT 15,000 LES. THE MAXIMUM TO WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS 100 FT MAX RECOMMENDATION. PROTECTION VEHICLE NO SPECIFIED MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD DISTANCE THE WORK AREA. REQUIRED 75�p ....... 100% REVIEW CITY OF Seat%WA98T9 Te.ma,WA98402 SUBMITTAL * Federal Way (M)28r1640 (253)627-0720 www.kpg.ccm I I fm I C 0 Z Ia 0 D I N END ROAD WORK G20-2A P f . aK � S DASH AalNT Rp (SR 509) a GENERAL TRAFFIC CONTROL NOTES 1. ONE LANE OF TRAFFIC IN EACH DIRECTION TO REMAIN OPEN AT ALL TIMES. ANY DEVIATION SHALL REQUIRE PRIOR APPROVAL BY WSDOT AND THE CONTRACTING AGENCY. 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. FURNISH AND MANTAIN BUSINESS OPEN SIGNS PER DETAIL AND PLAN THIS SHEET. 3. ALL TRAFFIC CONTROL TO COMPLY WITH MUTCD REQUIREMENTS. 4. MINIMUM TEMPORARY LANE WIDTHS TO BE 10'. 5. SEE ALSO SPECIFICATIONS AND SPECIAL PROVISIONS, INCLUDING WSDOT STANDARD SPECIFICATION SECTION 1-07.23(1). 6. ALL CONSTRUCTION SIGNS ARE CLASS A UNLESS DESIGNATED OTHERWISE. 7. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 8. USE FLASHING WARNING LIGHTS (TYPE A PER MUTCD) AS NEEDED TO MARK BARRICADES AT NIGHT. 9. STEADY BURNING WARNING LIGHTS (TYPE C PER MUTCD) SHALL BE USED TO MARK CHANNEU7JNG DEVICES AT NIGHT. 10. COORDINATE TRAFFIC CONTROL ALONG S DASH POINT RD (SR 509) WITH WSDOT - CONTACT (NAME NAME) (XXX) XXX-XXXX. 11. THE CONTRACTOR IS REQUIRED TO PROVIDE PEDESTRIAN ACCESS, SEE SPECIAL PROVISIONS. 12. LOCATIONS FOR SIGNS NOT DIMENSIONED SHALL BE APPROVED BY THE ENGINEER IN THE FIELD. SACAJAWEA MIDDLE SCHOOL I TEMPORARY TRAFFIC CONTROL PLAN SAFE ROUTES TO SCHOOL STATE ROUTE 509 - SHOULDER CLOSURE KPG PROJECT No 15132 I SHT 34 OF 35 - — — - ' — S-DASH-P-OINT-RD-(SR-509) --- - - ^— - r S DASH POINT RD (SR 509) TEMPORARY ` !• TRAFFIC CONTROL PLAN SEE SHEET 34 r>• r s Ida DI I ' - NO CONSTRUCTION STAGING OR ACTIVITY ALLOWED IN THIS AREA -- BUS ROUTE SEE NOTE 3 WEST SCHOOL DRIVEWAY ACCESS SEE NOTE 5 _ 1 1 1 1 a w ,g -WA Ydi -AL Rs I L va 5 NIL IEfI 1 1 COL CONSTRUCTION BOUNDARY-' SEE NOTE 6 I � — -� _..... - .- - - � \ � � , • . SACAJAWEA MIDDLE SCHOOL TEMPORARY CHAIN LINK FENCE SEE NOTE 7 I GENERAL TRAFFIC CONTROL NOTES 1. FIRST DAY OF SCHOOL WITH STUDENTS IS SEPTEMBER 7, 6. NO CONSTRUCTION VEHICLES, MATERIALS OR ACTIVITY 2016. CONTRACTOR SHALL PRIORITIZE WORK TO MINIMIZE ALLOWED SOUTH OF CONSTRUCTION BOUNDARY SHOWN ON IMPACTS TO SCHOOL RELATED ACTIVITIES. PLAN. ANY DEVIATION SHALL REQUIRE ADVANCE PRIOR WRITTEN APPROVAL BY THE CONTRACTING AGENCY. 2. COORDINATE CONSTRUCTION AND TRAFFIC CONTROL WITH SACAJAWEA MIDDLE SCHOOL - CONTACT (NAME NAME) 7. INSTALL AND MAINTAIN TEMPORARY CHAIN LINK FENCE (XXX) XXX-XXXX. (SFT HEIGHT) IN LOCATIONS SHOWN ON PLAN. ADDITIONAL FENCING MAY BE ADDED BY CONTRACTOR FOR 3. BUS ROUTE SHOWN ON PLAN SHALL REMAIN FULLY OPEN CURING/VANDALISM PROTECTION AT NO ADDITIONAL COST TO TRAFFIC WEEKDAYS 5:OOAM TO 9:OOAM AND 1:OOPM TO CONTRACTING AGENCY. TO 5:OOPM. CONSTRUCTION ACTIVITY WITHIN BUS ROUTE AT OTHER TIMES SHALL BE ALLOWED FOR TEMPORARY 8. PARKING STALLS INDICATED ON PLAN MAY BE CLOSED CLOSURES. CONTRACTOR SHALL MOVE FOR TRAFFIC AS FOR PARKING ONLY WEEKDAYS DURING CONSTRUCTION NECESSARY. HOURS. 4. SCHOOL/PARK PARKING LOT TO REMAIN OPEN AND USED 9. ALL TRAFFIC CONTROL TO COMPLY WITH MUTCD FOR PARKING AT ALL TIMES EXCEPT DURING PARKING LOT REQUIREMENTS. PAVING. PROVIDE 48 HOUR ADVANCE NOTICE INCLUDING SIGNAGE. TEMPORARY CLOSURE ALLOWED FROM 9:OOAM 10. SEE ALSO SPECIFICATIONS AND SPECIAL PROVISIONS, TO 1:OOPM. INSTALL AND MAINTAIN TEMPORARY STEEL INCLUDING WSDOT STANDARD SPECIFICATION SECTION PLATES OVER PAVING. 1-07.23(1). 5. WEST SCHOOL DRIVEWAY ACCESS AND ALL OTHER ACCESS POINTS TO THE WEST SHALL BE CLOSED TO ALL CONSTRUCTION VEHICLES AT ALL TIMES. ANY DEVIATION SHALL REQUIRE ADVANCE PRIOR WRITTEN APPROVAL BY CONTRACTING AGENCY. REVISIONS Approved By 15102TCO2.dwg FILENAME BDC 05/10 ENGINEERING MANAGER DATE DESIGNED BY DATE BMC 05/16 PROJECT MANAGER a4TR DRAWN BY DATE BBC 05/16 PROJECT ENGINEER DATE CHECKED BY DATE TRAFFIC CONTROL LEGEND WORK ZONE 0 CHANNELIZATION DEVICES TRAFFIC FLOW DIRECTION eF TEMP CHAIN LINK FENCE ■ a• m ■ BUS ROUTE — CONSTRUCTION BOUNDARY PARKING STALL ROW CONSTRUCTION BOUNDARY SEE NOTE B SEE NOTE 6 ,= SCHODL/PARK PARKING LOT SEE NOTE 4 f PLAN 0 10 20 40 60 SCALE IN FEET ]E PCI 7539hAuaN 2502 Jeftmn Ave 100% REVIEW & rITY OF 11r1�a SACAJAWEA MIDDLE SCHOOL (206)2Sute,WA 6.1611 9 Tacama1-.120 02 SUBMITTAL Y SAFE ROUTES TO SCHOOL I2os12ss•,sao I12531s27-0T2o wwvLkpg.c6m TEMPORARY TRAFFIC CONTROL PLAN SACAJAWEA SCHOOL & PARK KPG PROJECT No 15132 1 SHT 35 OF 35