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HomeMy WebLinkAboutPermit PG07-307 - WALGREENSWALGREENS 3716 S 144 ST PGO7-307 Parcel No.: 1523049140 Address: Suite No: 37165 144STTUKW Tenant: Name: WALGREENS Address: 3716 S 144 ST , TUKVVILA WA City-of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: TUKWILA HOLDINGS LLC Address: 845 106TH AVE NE #100 , BELLEVUE WA Contact Person: Name: THOM KEYES Address: 2150 NORTH 107 ST, STE 501 , SEATTLE WA Contractor: Name: BULLDOG PLUMBING & DESIGN Address: 1407 WILLOWS RD E STE D , FIFE WA Contractor License No: BULLDPD931CZ Value of Plumbing /Gas Piping: Fees Collected: Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet doc: UPC -10/06 $65,000.00 $481.25 PLUMBING /GAS PIPING PERMIT DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW RETAIL STORE including INSTALLATION OF PHARMATE REVERSE OSMOSIS DISPENSER, FAUCET MOUNTED ON PHARMACY SINK and a 2" RPPA ON DOMESTIC WATER SERVICE. Uniform Plumbing Code Edition: International Fuel Gas Code Edition: FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 363 -1960 Phone: Expiration Date: 02/09/2009 PG07 -307 03/28/2008 09/24/2008 2006 2006 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 3 Water heater and/or vent 1 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 1 grease interceptors 0 0 Repair or alteration of water piping and/or water 7 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 5 Gas Piping 1 Gas piping outlets (0 -5) 5 2 Gas piping outlets (6 +) 1 PG07 -307 Printed: 03 -28 -2008 City off' Tukwila Permit Center Authorized Signature: VMb I hereby certify that I have read and x governing this work will be complie The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ormance of work am a orized to sign and obtain this plumbing /gas piping permit. construction o Signature: Print Name: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us n ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. Permit Number: PG07 - 307 Issue Date: 03/28/2008 Permit Expires On: 09/24/2008 Date: njo$ Date: 3J2S/ De5 This permit shall become null •i void if the work is not commenced v'it Un 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -10/06 PG07 -307 Printed: 03 -28 -2008 Parcel No.: 1523049140 Address: 3716 S 144 ST TUKW Suite No: Tenant: WALGREENS 1: ** *PLUMBING AND GAS PIPING * ** 13: ***FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 yor City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG07 -307 ISSUED 11/19/2007 03/28/2008 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The Fire Department conditions attached to the Walgreens building permit # D07 -077 issued on 3/12/2007, shall also apply to this permit. PG07 -307 Printed: 03 -28 -2008 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 20: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 21: Reduced Pressure Principle Assembly shall be installed per manufacturer's specifications. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** PG07 -307 Printed: 03 -28 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: a y5 A ?)s doc: Cond -10/06 PG07 -307 Date: ordinances governing or local laws regulating Printed: 03 -28 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hripilhovwctrukwila.wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: IC E q I tt 0 Site Address: _s tz. sou iitq till 57; ) 1 - 041.4 suite Number: Floor: Tenant Name: 0 4- /0 qq Property Owners Name: TVIL Wit.Jes if U-Nives Mailing Address: ZZ 007 'EAST LA 0/1 siovplosii-sH City New Tenant: ..... Yes 0 ..No lAJ: q8z-96 Stale ip " • • Name: 0 V-00S. 0(c)fitsloq INcf[47,k) 6e-oulp Day Telephone: (.. 5 tg) Mailing Address: e- 00P-74 10 1 se tv A- die 1 - E-Mail Address: 4 did ct Pah) tects f 4axNwnber : 60 b) 317S i70' Sim luviA echAn (Pg4Misr.Pluinbink and:Gailipinif(tii Company Name: 651telef 04 4. • Mailing Address: &V, Contact Person: C4HZ (4 1.44446 E-Mail Address: ce) Pidsketr4ovis • cowl. Contractor Registration Number: risfitAii Company Name: r.)0 1: Mailing Address: e I SO Not-TH fol 719 Sfl1 ol Contact Person: E-Mail Address:lhM *9qt-chi corm Company Name: 41031-N9 EIA• I ti Mailing Address: t a3Z5 A be-IV E Contact Person: .-of t4AP-PAS E-Mail Address: rober+. he — en Corn QtApplicationstForms-Apptications 0,, Line13-2006 - Permit Applientioo.dne Itcvocd: 9-2006 F terr WA 4 1 4 r,7■3 City State Zip Day Telephone: 1S F. 4 1-1:714 - Fax Number: O 49 Expiration Date: C:2"1 • t7%. c2e • ;:•• LD A11 opt intiit titantpedliyAttchifretitif**fit'd 5. b -6 17t / VOA City Slate ( 1 . 8 Zip (960 /703 Day Telephonefr- 36S Fax Number: CZ09 36 ENGINEER RECORD -411 pl4likinust100et stafliped by Engineer ofRecord . .••• LE1 City Day Telephone: Fax Number: 19bz1 4- State Zip C O S 71 S.> se, "7 at Pagc 1 o16 Flitiire:Type: " ... Qty .Fixture Type: Qty ixt ire Type:: Qty ' . Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) I Wash fountain Gas piping outlets /: �Ei Bidet Food -waste grinder, commercial Receptor, indirect waste -sc— Clothes washer, domestic Floor drain 1 7 Sinks Dental unit, cuspidor Shower, single head trap Urinals 1 Dishwasher, domestic, with independentdtain Lavatory n A Water Closet Ci Building sewer or trailer park sewer Rain water system per drain (inside building) Z .,J Water heater and/or vent ' Additional medical gas inlets/outlets - six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas ( PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 - 3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: UN b* Gi 11A) A x - THIS `t 1 1 Mailing Address: Contact Person: E -Mail Address: Valuation of Phmtbing work (contractor's bid price): S ? A-- 405 ? Valuation of Gas Piping work (contractor's bid price): SII'' Scope of Work (please provide detailed information): NZ u '5 r ' & RUC A .D i2 Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: q:tApptkkilioastr.alYAn` intienoa Laren•:nab • hmi, Applaahaa Arc Revised: 1.106 ea Sure Zip City Day Telephone: Fax Number: Contractor Registration Niunber: Expiration Date: Building Use (per Int'[Building Code): / 1.)-6, STOP- Occupancy (per Intt'l Building Code): ' / AGP. -C tK71 LT Utility Purveyor. Water: tM) & COA (NRI 114 # (ZS Sewer: UAL voe SEi, pI ., ., a...,.,.. ,•. ,.u. ,,. `.. o- .waY.n . Y - +J..s rKOiab r ,, ::aa "ft •••. f .X:. &.•,:i.s;jr:tr - .... : Pinrr - • Page 5 of 6 PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O VjftYR OR A5 TI{AI;2I Signature: kV /�// D AGENT: J I_ Print Name: .� ✓; e� "1b s, to f"Jr7V, /� (� I / Mailing Address: Z Z U(�1 (� . 1i171'� k /L). .S lif o1., - L / j 4 q/ z b City Stale zip I Date Application Accepted: t t Date Application Expires: ocf Staff Initials: / Q AppliemionsWorms- Applietlions On Line -7006. Permd Applientioo.dne Revised: 94006 hh Date: U//9/7 Day Telephone: 704 ?4 U^ 7 OL Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payee: BULLDOG PLUMBING & DESIGN, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22212 393.00 ACCOUNT ITEM LIST: Description GAS - NONRES PLUMBING - NONRES RECEIPT Parcel No.: 1523049140 Permit Number: PG07 -307 Address: 3716 S 144 ST TUKW Status: APPROVED Suite No: Applied Date: 11/19/2007 Applicant: WALGREENS Issue Date: Receipt No.: R08 - 00953 Payment Amount: $393.00 Initials: jEM Payment Date: 03/28/2008 11:23 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000/322.100 95.00 000/322.100 298.00 Total: $393.00 522 03/28 9'711 TO TT y O t T K3.00: doc: Receiot -06 Printed: 03 -28 -2008 Parcel No.: 1523049140 Address: 3716 S 144 ST TUKW Suite No: Applicant: WALGREENS Receipt No.: R0T -02540 Payment Amount: 588.25 Initials: JEM Payment Date: 11/19/2007 10:11 AM User ID: 1165 Balance: $393.00 Payee: TUKWILA HOLDINGS, LLC TRANSACTION LIST: Type Method Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Amount Payment Check 384 88.25 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 88.25 Total: $88.25 Permit Number: PG07 - 307 Status: PENDING Applied Date: 11/19/2007 Issue Date: 5129 11/19 9710 TOTAL :j. •25 doc: Receipt -06 Printed: 11 -19 -2007 Project: I Type of Ins ectio : A Address: / ` ,/ I a l Date Called: / Special Instructions: P o�. - t G �S -I Z� / — Date Wanted: a.m. lr - .3 -3� Requester: Phone /,0 / - -C n 1 —315 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. d CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3610 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: ,J PC T (- ) , t , u) � e 'Inspect p�r.: Date: EJ $60.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection• , I � ,v•� T /, , -. Address : , c f 0A 144 11 Date (led: D LA i i' i 1 1 1 _.1.-5- u -e.-A 1 /1 Requester: Phone No: j A 5 )e v r tikA, sse :,.y t . ,1 0 1--- g, m. 5 - 1> A TV1/4 , 21;v57-4-1 / __-)c fhk s , vn tY ,r/z ro •— '6 r T r (� i < ,, I 1 :1.j - ( - ■------. 1 t f Project: t W fee" f Type of Inspection• , I � ,v•� T /, , -. Address : , c f 0A 144 11 Date (led: Special Instructions: Date Wanted: a.m. Requester: Phone No: j INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 1 Inspec or: INSPECTION RECORD Retain a copy with permit PG on7 _3 o Corrections required prior to approval. J Date,o Z —a�- El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: �:� - c-- = - ,.�4M • : .,. �. G:. at-. al S"..db�?"+�.?': °v:'— �'t�.sbfir: k �,x �_..� -..r ;.x ^..v.�i..a�. Project: r � A Type 1 6 /P e _�1f o Inspectio p� �.. ,(,� / � . t 1 'i ,, /,, Address' 1 1 ! J ( L R' „ el I Date Called: Special Instructions: / ” Date Wanted: 1) ' ' 7 � ' 9 a.m. p Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: I Inspectr: 'Date: / El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: t1J i - r }A c..-- v `, r.sTh tf ( * LA 7tf ' se S ', . -e p�-.�s) . ^ k - d - o,e - A A\II J i4 s 1 tl k ,, ( i,J fi`f`P_f Date Called: d t � 7 7r f)r `1 i__` fi A- �, s ( A-6.F 1( ' eD r c ;') / ` I„ !t..... .frit, A . 1 F Project: (bD/ GA e e l Type of Inspection: te.: .-- R A :=- Address: / ( SOL ec cial it Date Called: d t � Special Instructions: / // Date Wanted: rl / O - C) p.m. Requester: Phone No: 26L- 57 I --/dl' ( INSPECTION RECORD Retain a copy with permit 'Ins t INSPECTIO 0 . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. pec o : 'Date: n $60.00 REINSPECTION 'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Proje t: 4(6RF S Type of Inspection: Fl IV' ( 6A f Address: —7 I L S ( u / C �� O \ MMENTS: Special Instructions: ]m- 0 p el A7 ) \t— I v , "s ,)e t 7 - i ts ..... Requester: (-M t mb r (C --, �fj) P e. : ,> /‘ 1 r ■ ` _ Proje t: 4(6RF S Type of Inspection: Fl IV' ( 6A f Address: —7 I L S ( u Date Called: Special Instructions: Date Wanted: U — ) — b (i l r'" Requester: Phone No: INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION PG -301) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 C orrections required prior to approval. Inspector G I Date: / El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: ( A " t (✓ A LEA f Type of Inspection: �� .: �� /t 1 .� /I • � '- Address: 3-(( J- J - S7 Date Called: ' / Special Instructions: Date Wanted: C / I ` ,G p.m. Requester: Phone No: 7 n - S7 1 — 3 SU INSPECTION RECORD Retain a copy with permit ,060 -.701 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Z06) Approved per applicable codes. Corrections required prior to approval. COMMENTS: k( Cf -r� p - r h-1 , �� I ' (Date: Q or ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `Receipt No.: 'Date: COMMENTS: / S ) a ( f`7J-- ,4 l A. ! n J e _ / - (L 1:4 ( lu C 0 • 1 ; S re 1 Y,i.t .ti. n Y. �-!A n A ('V v p d f 1 �' . ...---, 1 P . ) Project: D t Type of Inspection: V) ✓ 6, /rl J �'() . , <, LI ,Y , ,`1 f Address: if.., Date Called 37 I4. Special In tructions: Date Wanted: �a.� 7- 2 ? if P.m. Requester: • Phone No: 7,, �� — S — 335D INSPECTION RECORD Retain a copy with permit P60 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206431 - Approved per applicable codes. El Corrections required prior to approval. ' Inspectdr: aiut $60.00 REINSPECTION FEE REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., 5 to 100. Call to schedule reinspection. 'Receipt No.: c. Date: 7 7 Z 'Date: INSPECTION RECORD Retain a copy with permit P60 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206431 - Approved per applicable codes. El Corrections required prior to approval. ' Inspectdr: aiut $60.00 REINSPECTION FEE REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., 5 to 100. Call to schedule reinspection. 'Receipt No.: c. Date: 7 7 Z 'Date: Project: Gt/A /9 /1 Type of Inspecti • Address: "7/ s- / % Date lied: Special Instructions: Date Wanted: 7-1•57- °C , a, �m. Requester: Phone No: p9DG - 33SU 1 *z_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CI1Y OF TUKWILA BUILQING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 oved per applicable codes. El Corrections required prior to approval. COMMENTS: („,- 1" A Q ..4 I 00 Li 'i J 41 fff J e �� fr J InsPectoQ. ate! I Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: ( - A - k i l e y ,,e 0 Type of Inspection: JcAl -t v- S p i r t Address: I L`y S � Date Called: (/ Special Instructions: I S. u S o s s w Date Wanted: (�- C), p.m. Requester: Phone No: )r) b- S 7I- -- O 1 307 INSPECTION RECORD Retain a copy with permit I PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: tj PVC, .. IvA� - t-e4 J Inspector: �k) 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: —...................____ _ . Project: g 6 f-iti( J / Type ,z44/.... \...., Address: -s Date Called: Special Instructions: Date2,nti C ..) Requekter: Phone No: . _F• -- .2-• – ..S .---. 6ZE 1 7 Inspect r: A k-a i \k i \ k 6 L - ( rate : -1 - 2 - 0 rl PZ/ INSPECTION RECORD I jo6e7-0- Retain a copy with permit INS ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION #100. Tukwila, WA 981 88 (206)431-36 Approved per applicable codes. Corrections required prior to approval. J $58.00 REINSPECTION FEE R UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. COMMENTS: Receipt No.: 'Date: January 25, 2008 Al Metzler City of Tukwila Fire Protection Project Coordinator 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Tukwila Walgreens File Number: PG07 -307 Address of Building: 3716 South 144th Street, Tukwila Dear Mr. Metzler, See revised Civil & Plumbing drawings; C3.1, C4.2, P1.1 and P2.1, incorporating comments from the Fire Department and Public Works letters dated 12.05.07 and 1.10.08. The Civil Plans show the updated location of the fire hydrants, FDC, PIV, DDCVA and the sprinkler riser. The Plumbing Plans reflect the changes requested by Public Works. Thank you, Thom Keyes 2150 North 107 Street Suite 501 Seattle, WA 98133 RECEIVED CITY OF TUKWILA JAN 2 5 2CC :3 PERMIT CENTER �dy Donahou Design Group CORRECTION LTR# Tel: (206) 363 -1960 Fax: (206) 363 -1788 January 25, 2008 Joanna Spencer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Tukwila Walgreens File Number: PG07 -307 Address of Building: 3716 South 144th Street, Tukwila Dear Ms. Spencer, See revised Civil & Plumbing drawings; C3.1, C4.2, P1.1 and P2.1, incorporating comments from the Fire Department and Public Works letters dated 12.05.07 and 1.10.08. The Civil Plans show the updated location of the fire hydrants, FDC, P1V, DDCVA and the sprinkler riser. The Plumbing Plans reflect the changes requested by Public Works. See also attached letter from Henderson Engineers addressing comments #1, 2, & 5. Terraforma Design Group has submitted drawings dated 11.20.07 with revised utility lines to address comment #3. Comment # 4 will be addressed by the two future submittals discussed with Ryan Rantz @ Graham Contracting. They are the "deferred fire protection submittal that is reviewed by Fire Dept only for fire sprinkler permit" and the "DDCVA submittal (excludes sprinkler system) under a Plumbing Permit, ( because it's inside the building) for backflow installation only that is reviewed by all the departments ". Thom Keyes cfr(1 Donahou Design Group 2150 North 107 Street Suite 501 Seattle, WA 98133 Tel: (206) 363 -1960 Fax: (206) 363 -1788 Original Message From: Joanna Spencer [ mailto :jspencer @ci.tukwila.wa.us] Sent: Thursday, January 24, 2008 10:54 AM To: Ryan Rantz Subject: RE: Walgreens PG07 - 307 Ryan, There are two separate submittals: deferred fire protection submittal that is reviewed by Fire Dept only for fire sprinkler permit and DDCVA submittal (excludes sprinkler system) under a Plumbing Permit, ( because it's inside the building) for backflow installation only that is reviewed by all the departments. Please proceed with DDCVA Plumbing Permit ASAP. Application, 4 sets of plans including backflow installation details and cut sheets need to be submitted in person to Tukwila Permit Center @ (206)431- 3672. I hope this clarifies existing situation. > "Ryan Rantz" <ryanr @grahamus.com> 01/23/2008 4:03 pm »> Joanna- The Fire DDCVA will be submitted with our deferred fire protection submittal for the fire sprinkler permit. Fire protection plans are bidder design on this project and are in detailing right now. Let me know if submitting the fire DDCVA with the fire protection submittal is adequate. Thanks Ryan Rantz Project Manager Graham Contracting Ltd. 9709 3rd Avenue NE, Suite 300 Seattle, WA 98115 (206) 729 -8844 (o) (206) 729 -8845 (f) (206) 571 -1966 (c) Slur *or COMMITMENT 1 INTEGRITY 1 RELIABILITY HENDERSON tIJENGINEERSZ konsos city houston bentonville phoenix dollas PROJECT TUKWILA, WA WALGREENS PROJECT NO 0750000246 DATE RESPONDED 01/23/08 REVIEWER PLAN CHECK NO. PG07 - 307 PLAN REVIEW COMMENTS RESPONSE Joanna Spencer - Public Works Department 8325 LENEXA DRIVE LENEXA, KS 66214 Tee 913 742 5000 PAX 913 742 5001 www.hei eng.com G:•.Pmrrauns \.\valgr ens 0750090246 Walgreens - Tukwila WA\O 0O Does'\A750000246 Plan Review Response (ii230s.Joe rtUtrtigti JAN 24 2008 DDG Architects C OMMENTS " s... : `, ,. ., • ...v .� .... �,... r ,.. OVERVIEW 1. Pleas submit cut sheets for proposed backflow shown on Detail 3/P2.1, circle the devise you plan to install and make sure the subject backflow is a WA State Department of Health approved device. 2. Please verify the direction of the north arrow on sheet P1.1 since it does not match orientation of proposed building. 3. Drawing no. P1.1, on all call -outs "SEE CIVIL PLANS FOR CONTINUATION" provide civil plan sheet number. RESPONSE 1. See attached cut sheets with items noted as requested. In addition, a copy of the approved list of WA State Department of Health devices is included — submitted backflow preventer is approved. Sheet P2.1 has been revised to show the updated model number for the backflow to match the cut sheets. 2. North arrow is accurate. On the civil drawings, the building is oriented with north up on the sheet, but on the plumbing drawings the building is rotated 90- degrees. 3. See revised sheet P1.1 for call-outs — plans now reference civil drawing C3.1. HENDERSON tIJENGINEERSZ konsos city houston bentonville phoenix dollas PROJECT TUKWILA, WA WALGREENS PROJECT NO 0750000246 DATE RESPONDED 01/23/08 REVIEWER PLAN CHECK NO. PG07 - 307 PLAN REVIEW COMMENTS RESPONSE Joanna Spencer - Public Works Department 8325 LENEXA DRIVE LENEXA, KS 66214 Tee 913 742 5000 PAX 913 742 5001 www.hei eng.com G:•.Pmrrauns \.\valgr ens 0750090246 Walgreens - Tukwila WA\O 0O Does'\A750000246 Plan Review Response (ii230s.Joe rtUtrtigti JAN 24 2008 DDG Architects For Health Hazard Applications Job Name Oa 1 , fi44443 Job Location 111 kw/ 14 i �w . Engineer 1.4 f 1 Approval Series 009 REDUCED PRESSURE ZONE BACKFLOW PREVENTER Sizes: 1 /4" - 3" (8 - 80mm) The Watts Series 009 Reduced Pressure Zone Backflow Preventers are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of high haz- ard cross connections in piping systems or for containment at the ser- vice line entrance. This series features two in -line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes' /4' -1' (8 -25mm) shutoffs have tee handles. FEATURES • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability - 1/4" to 2" (8 -50mm) • Fused epoxy coated cast iron body - 21/2" and 3" (65 -80mm) • Ball valve test cocks - screwdriver slotted -t /i to 2" (8 -50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing SPECIFICATIONS A reduced pressure zone backflow preventer shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and /or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the water- way exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be.a Watts Regulator Co. Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Watts product specifications in U.S. customary units and metric are approxi- mate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modi- fications on Watts products previously or subsequently sold. Contractor Approval Contractor's P.O. No. Representative Test Cock No. 2 First Check Module Assy. Unique Swivel Union 0009AQT (1") 009M2QTHC (2 ") Test Ball Type Cock Test Cocks No. 3 Second Check Module Assy. e. %' ► fir / I i \ \\ Relief Valve Assy. A LEADER IN VALVE TECHNOLOGY WATTS* REGULATOR -81ne• 1874 Watts Industries, Inc. — Water Products Division • Safety & Control Valves Test Cock No. 4 R.P. Zone Water Outlet ES -009 Now Available, WattsBox Insulated Enclosures. For more information, send for ES -WB or ES -WB -T. - LE - AQT - AVAILABLE MODELS - 1/4" t Suffix PC - LH - SH - HC - Prefix: C - with integrated strainer and check (1/4"-1" only) (20 -25mm only) U - union connections AVAILABLE MODELS - 2 to 3" Suffix: NRS - with NRS resilient seated gate valve shutoffs. OS &Y - with OS &Y resilient seated gate valve shutoffs. S -FDA - with FDA epoxy coated strainer. QT -FDA - with FDA epoxy coated full port ball valve shutoffs. LF - without shutoff valves. S - with non -epoxy strainer. Note: The installation of a drain line is recommended. When install- ing a drain line, an air gap is necessary (see ES -AG). MATERIALS - 1 /4 "to 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (' /z' - 2 ")(15- 50mm). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. 2 with quarter -turn, full port, resilient seated ball valve shutoffs with bronze strainer without shutoffs elbow fittings for 360° rotation ( " -2" only) (20 -50mm only) with internal Polymer Coating with locking handle ball valves (open position) with stainless steel ball valve handles with inlet/outlet fire hydrant fittings (2" only) Iron Body for 909, 009 No. and 993 Sizes 909AG -A 1 /4"- 'h'009?/4'009M2/M3 909AG -C 3/4 009/909, 1— 4' -6' 909, 8' - 10' 909M1 909AG -M 8 10 909EL -A 1/4"?h'009,'/i 009M2/M3 909EL -C 009/909. 1' -11h' 009M2 11/4.-r 009M1, 11/4.-r 009/909, 2' 009M2, 4' -6 2W- 3 909AG -K '909EL -F '909EL -H Vertical • Epoxy coated Air Gaps and Elbows MATERIALS - 2 to 3" • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks PRESSURE - TEMPERATURE Series 009'/4" - 2" (8 -50mm) is suitable for supply pressure up to 175 psi (12 bars). Water temperature: 33 °F - 180 °F ( - 3 °C to 75 °C). Sizes 2 and 3" (65 -80mm) are suitable for supply pressures up to 175 psi (12 bars) and water temperature at 110 °F (43 °C) continuous, 140 °F (60 °C) intermittent. STANDARDS USC Manual 8th Editions ASSE No. 1013 AWWA C511 -92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. 909AG -F 1'/1 -2" 009M1, 11/4' - 3' 009/909, 2. 009M2, 4 6 . 993 Drain Outlet Sizes in. mm 'h 2 3 4 13 25 51 76 102 Dimensions A B in. mm in. mm 2Ve 3 4 61 Ph 2$ 3 60 111 6I4 187 60 92 3'6 9Ve 11'/4 2I, 3% 79 171 243 394 60 92 We Ibs .625 3.25 6.25 15.50 .38 2 1.47 APPROVALS ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, U, NRS, OSY. UL Classifed 3 /: - 2' (20 -50mm) (LF models only), 2 and 3" with OSY gate valves. IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS ght kgs .28 .68 2.83 7.03 .17 .91 Listed — A — —A— Model Size in. DN mm A in. mm in. B mm Dimensions in. (approximate) C mm D in. mm in. L mm M in. mm in. N mm Weight Ibs. kg. 009QT ** 1 /4 8 10 250 4 /e 117 3% 86 11/4 32 51 140 — — — — 4.50 2.0 009QT* * 3 /e 10 10 250 4 /e 117 3 86 11/4 32 51/2 140 — — — — 4.50 2.0 009QT ** 1/2 15 10 250 4 /e 117 3'/8 86 1 32 51/2 140 — — — — 4.50 2.0 009M3QT ** 3 /4 20 103/4 273 5 127 3 89 1 38 6 171 — — — — 5.75 2.6 009M2QT ** 1 25 16 425 5 140 3 76 21/2 64 91/2 241 — — — — 12.25 5.6 009M2QT ** 1 32 17 441 6 150 3 89 2 64 11% 289 — — — — 14.62 6.6 009M2QT ** 11/2 40 17/8 454 6 150 31/2 89 2 64 11 283 — — — — 16.32 7.4 009M2QT* * 2 50 21% 543 7 197 4'h 114 3 83 13'/2 343 — — — — 30.00 13.6 009QT -S 1 /4 8 10 250 6 150 3 86 1 32 5 140 2 60 2 64 5.50 2.5 009QT -S 3 /8 10 10 250 6 150 3 86 1 32 5'h 140 2 60 2 64 5.50 2.5 009QT -S 1/2 15 10 250 6 150 3 86 1 32 51/2 140 23/4 70 2 57 5.50 2.5 009M3QT -S 3 /4 20 10 273 6 159 3'h 89 1 38 6 171 3 81 2 70 7.75 3.5 009M2QT -S 1 25 16 425 7 197 3 76 21/2 64 9 241 3 95 3 76 15.25 6.9 009M2QT -S 1 32 17 441 7 197 31/2 89 21/2 64 11 289 4'/16 113 3 89 20.19 9.2 ..... ,. 1. .. 1 . . . ..3 009M2QT -S 2 50 21% 543 8 210 41/2 114 3'/4 83 13 343 5 151 5 127 36.87 1.. DIMENSIONS and WEIGHT - 1/4" to 2" 009 Suffix HC - Fire Hydrant Fittings dimension "A" = 25 (637mm) 3 Model Size in. DN mm in. Dimensions A mm in. (approximate) B mm C in. mm Weight Ibs. kg. 0009QT 1 h 15 16' 419 4 121 31/ 89 51 2.5 0009M2QT 3 /4 20 13 349 5 127 3 95 6 2.7 0009M2QT 1 25 17 441 51/2 140 3'/8 79 12 5.8 0009M2QT 11/4 32 24' 622 7 197 4 100 26' 12.0 0009M2QT 2 50 27 695 7 197 41/4 108 32 14.9 Model Size in. DN mm in. A mm C in. Dimensions mm ( in. approx D mm Di in. mm in. R mm Weight Ibs. kg. 0009AQT 3 /4 20 13 333 3'/8 79 4% 117 4 121 2 60 121/2 5.7 0009M2AQT 1 25 13'/8 333 3 79 5 130 5 132 2 60 131/8 6.3 0009M2AQT 11/2 40 15 390 41/4 108 7 197 7 197 31/4 83 391/4 17.8 0009M2AQT 2 50 19'/4 489 41/4 108 8 213 8 213 31/4 83 391/4 17.8 DIMENSIONS and WEIGHT - 1/2" to 2" U009 5 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP O kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP O kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 6 kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 0 AP 0 '/4" (8mm) 009QT .25 .50 .75 1 1.17 gpm 0 0 .95 1.9 2.9 3.8 4.5 Ipm AP 0 3 /8" (10mm) 009QT .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3 8 4.8 5.7 9.5 11.8 Ipm 1/2" (15mm) 009QT 1 2.5 5 7.5 3.8 9.5 19 28.5 5 7.5 1.5 2.3 3 /4' (20mm) 009M3QT CAPACITY - 1/4"to3 "009 . Performance as established by an independent testing laboratory. 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters /sec.) • 1'14" (32mm) 009M2QT 172 25 138 20 103 15 10 12.5 15 gpm 69 10 38 47.5 57 rpm 34 5 15 fps 4.6 mps 0 0 0 AP 0 ■■■■ ■ ■I t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■ ■I !t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■■ ■■ ■I �■ ■ ■ ■■■ ■■■■ ■ ■ ■P ■■■■ ■ ■I t ■ ■ ■ ■����G� ■ ■ ■ ■ ■■ ': 21i40111■ ■ ■■■■■■■■ I■■■■ ■i■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■I 11■ ■■■■■■■■ ■■■■■■■ ■■■■ ■■III ■ ■ ■ ■ ■ ■■■■■ ■■■■■■ 0 2 6 10 14 18 22 26 30 AP 0 7.6 23 38 53 68 84 99 114 129 7.5 2.3 1" (25mm) 009M2QT 34 5 10 20 30 19 38 76 114 7.5 2.3 40 50 60 70 80 gpm 152 190 228 266 304 fpm fps mps kPa psi 172 25 138 20 103 15 69 10 34 5 kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 '0 a0 2" (50mm) 009M2QT kPa ps .. 207 30 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 38 42 46 g p m 0 144 160175 Ipm AP 0 s mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 95 10 20 30 40 50 38 76 114 152 190 5 7.5 10 1.5 2.3 3.0 11/2" (40mm) 009M2QT 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 rpm 5 7.5 10 15 fps .3 3.0 4.6 mps 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 rpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 21/2' (65mm) No. 009 25 50 75 100 125 150 175 200 225 250 gpm 95 190 285 380 475 570 665 760 855 950 fpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) No. 009 60 70 80 gpm 228 266 304 rpm 15 fps 4.6 mps 50 75 100 125 150 175 200 225 250 275 300 325 gpm 190285 380 475 570 665 760 855 950 1045 11401235 fpm 5 7.5 10 fps 1.5 2.3 3.0 mps r kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP O kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP O kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 6 kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 0 AP 0 '/4" (8mm) 009QT .25 .50 .75 1 1.17 gpm 0 0 .95 1.9 2.9 3.8 4.5 Ipm AP 0 3 /8" (10mm) 009QT .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3 8 4.8 5.7 9.5 11.8 Ipm 1/2" (15mm) 009QT 1 2.5 5 7.5 3.8 9.5 19 28.5 5 7.5 1.5 2.3 3 /4' (20mm) 009M3QT CAPACITY - 1/4"to3 "009 . Performance as established by an independent testing laboratory. 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters /sec.) • 1'14" (32mm) 009M2QT 172 25 138 20 103 15 10 12.5 15 gpm 69 10 38 47.5 57 rpm 34 5 15 fps 4.6 mps 0 0 0 AP 0 ■■■■ ■ ■I t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■ ■I !t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■■ ■■ ■I �■ ■ ■ ■■■ ■■■■ ■ ■ ■P ■■■■ ■ ■I t ■ ■ ■ ■����G� ■ ■ ■ ■ ■■ ': 21i40111■ ■ ■■■■■■■■ I■■■■ ■i■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■I 11■ ■■■■■■■■ ■■■■■■■ ■■■■ ■■III ■ ■ ■ ■ ■ ■■■■■ ■■■■■■ 0 2 6 10 14 18 22 26 30 AP 0 7.6 23 38 53 68 84 99 114 129 7.5 2.3 1" (25mm) 009M2QT 34 5 10 20 30 19 38 76 114 7.5 2.3 40 50 60 70 80 gpm 152 190 228 266 304 fpm fps mps kPa psi 172 25 138 20 103 15 69 10 34 5 kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 '0 a0 2" (50mm) 009M2QT kPa ps .. 207 30 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 38 42 46 g p m 0 144 160175 Ipm AP 0 s mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 95 10 20 30 40 50 38 76 114 152 190 5 7.5 10 1.5 2.3 3.0 11/2" (40mm) 009M2QT 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 rpm 5 7.5 10 15 fps .3 3.0 4.6 mps 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 rpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 21/2' (65mm) No. 009 25 50 75 100 125 150 175 200 225 250 gpm 95 190 285 380 475 570 665 760 855 950 fpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) No. 009 60 70 80 gpm 228 266 304 rpm 15 fps 4.6 mps 50 75 100 125 150 175 200 225 250 275 300 325 gpm 190285 380 475 570 665 760 855 950 1045 11401235 fpm 5 7.5 10 fps 1.5 2.3 3.0 mps �r ..4arW.72.r4.7"1W,M,PME667. .no rmvcrrm ,m9.!ver..ww..; A• T: . �me a�may�n•,; a�•: J�•. eonrwaS+kkK;.eMSrr�n:..- ..�M'.e .N- .f +- • xe' z�er✓x... .ry tame! »:tS CR 'voa�..rssxa:�tssss^uw».:.�m.un TITLE; V9e/rt R oyVI.S COMPANY: TITLE: DEPARTMENT: DIVISION:. V .. ..,.,,, . ...441 .. • •'••••••••••••••, FAX NO. CALLED: 91'5 1 s3O ( A SUBJECT: J C1 • ree.t4'S Coy, DATE: FROM: TOTAL NUMBER OF PAGES TRANSMITTED, INCLUDING TtnS COVER SHEET: r `ru wi tc,, 'z RID PA SAGE: ( P-u Q(.t.r 10 -3108 &tit& e o u v s . Giba, LAA is i v y O(/ Ye.�p iit, es . 1 L IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL 123 200 ■J02n - ruL Spevicer ee SENT BY (INITIALS): Ss PC O1 -30 o va es c W ate' ??K! ..?/#7%F7!'!'t0?YTTµ " A.!.?➢: 5' �KC' Rt MV%' lA• e% w^ A.' Af%'r n1' F30R59T. Y .lYI�R'(G.tlTL7lT.C.'D*�Y/(�YNY. JC/ti' -.C'( llA. l' �A.,•!! wrRkCS :TS[:�,.'T�•NOlid�9YZT'1n\ `• „ S W ' E0T -3 E00 /TOOd TO6 -1 CITY OF TUKWILA — PUBLIC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431 -3665 599ETED90Z . . _ ._ w... ..... / ,.,.. I"Kb /17.x/1 pop /s -WO€i3 t7Z : VZ 80 , -EZ -ZO flaekflow Prevention Assemblies Approved for Installation in Washington State ttlsl Of # Health. Dmsbn of EnnfronmenMl Ikaith Cruet Debiting Water DOH Pub. 331 -137 (Rev.) September 2006 E0t -3 E00 /Z00d t06 -1 flCEIVE 0‘1 PB • `TUKWtLA• . pus' C WORKS • 599EtEb90Z p3p /s >Jomottgnd -W093 DrZ : i7t 80 , -EZ -t@ Model Size Orienta . '- tion(s) USC Manual Edition Date Approved Date Renewed • • Shutoffs Spare Parts Only Notes Page 90 OyI:u, m , z T.': •. .. • '.2 : : .. .. .. , ,... <;:.... .. :..:..10 .. t S . ..9 . 0:5 . - ::t' � - : . :h. UUY1Vl.)t1 .1ZS -UCL - 1- . 999 [ 17LL -hVV3 siuL 009P . it 12 • �' P... x• -- . :.x. :1'�= �'e 1:•493<.. • 1�� e� -20Q4" .F :;(1/.3.4•0:0•1•1•':...•'. . • . . 009PCQT 3/4 H 8 10- Dec-1993 10- Dec -2005 (vv),xx 9 C T .. : ........Q .1 .. . .... ... -:. ..... .,... . .. -. 8: .a .... .._.. �'� =1U� =De =l '. ., . 943= := . 0(� :.�:��''' ...._..... . w xit.' -::. ... _ {...),. - `' °� €�=� . ' 009PCQT 1 114 H 8 27 -Sep -1994 27 -Sep -2003 (w),xx y • . ' ,. 009 C T ... P Q > 1 1/2 . ., •:... :..,, �. ' h: � i:: ,::v h.,.. : .... ,. .. $ - r :, .. . :.: :.. \ . - ..27.5 1994 : ' _ -t: ?...5. .20Q3 \: :.:i4g : >:3:;: ::try::. ..." }..: vv , (.. ),�: �-: >:. .. 009PCQT 2 H 8 27 -Sep -1994 27-Sep-2003 (vv),xx y . 009 T .. .': .Q ..... t ... 4 • ,.. ..,... H . ... . .. •.. ..:�. . .......8 , . r. Au '19'95. ' - - ., , . _ .: : - ..7.. Au 2004 ) .w � • :: �.;.. ::ki: : . , �;... :.., -. �;::;i : =F: ; .:. i °: 009QT 3/8 H 8 7-Aug-1995 7- Aug -2004 (vv),xx 009/y�. • . . •. < .... • . �C• ., .. :. 11 ..:'2. • . . 11. . „ ... .,, ..) : i : '�_ :9:s.; > :. ,...,a. ... ...a -...>.. "105 -1 J6 :.: �.�P.: f. ..A � X1.0 -5 : 2 :. . � O.O. ,:: a: :.:.• ,: >: � : " 'V,Y x ::, }.: h� : ; :.. h, ::• ',: :; ;.., •. ; ::: °- '.'�': °: • ... ;: � .) X . .. , . . , . : .. ... • � : < '. j, :• _` ; `..'. 009QT 3/4 H • 7 11 -Jan -1988 11 -Jan -2006 (vv),xx .. .. • � . }. H : .'- > Y::Fi:.7:< e , : . • •. x,.l . -J -108 , 'al- Jan- '2006.`t t t:.v .:'....:tt:'.:.' • • •s::. . • 009QT 1114 H 7 9- Aug - 1988 9- Aug -2006 (vv),xx y ,2 • � "�� � 009 . . Q T :• i:l/2• . H::.i. . . -. v ,4i.....T.. .v: y ,'• 9- Qittp�,198g�� x \� .. F7 ��•�9 06 - u 20 .. .'.: � r`w -Y�':;:..c�:'::�:; .< s.�:. .: l : �Y"' .,4 =�� 3 .� '.i: .. 009QT 2 H 7 9- Aug - 1988 9-Aug-2006 (vv),xx y .. l/)�,f.�•• • ., ••,. `;' -• , •• .. _ , .':. ::2 '':7:0:1.3::. :.• .. :�),.. .. •v .:- v t Y . F : +: •5 >.� ' „ : .• 3 ' �Z�` .. /y�' }. ry .� .� /• .. ::2.7...Se .200., 4 ,. 'Y:: l�ai :.Ya ` :v} : : :: :• k w`1,xx,. °c > ..� . /. .... .. t�Y +'. .. v \' ... .. : >_ +. , , �/ �:;..' ,,: •�:�.:: 009SSM1QT 2 1-i 8 19- Dec -1991 19- Dec -2003 (vv),xx y •00955 CQTt- - : - =: .. _ . ,... .H : :..... : ::.,,8 . .::g: ., 10- bee= 10Q3;` :10.D {.. }, '.,:: - .., :-'y € 009SSPCQT 1 H 8 10- Dec -1993 10- Dec -2005 (vv),xx Y 0 0 S . � S.PC T •:... .1,114. , ':: :t. •:• .. ... H ... � ' ,1,. , f,. - t ,,. �:'. ;. i : :� ::5.... ,...,27,Se - h I9 4:'., - � ..:27 S = �003�: ��/ - - : , yY , .: ���: \ Ae1 \.. ': �'. } - .' • \ l:" ,.4. tii h .....} .. ::•. ° - ..:. : ��� >'? €-,.. 009SSPCQT 1 1/2 H 8 27- Sep -1994. 27- Sep -2003. (vv),xx Y .. �:o09S�3 a .• , .0 T ... a ,.. ..� ....: . •ffl: ',; " : . :...... .. ., . . : :v , .:: H ter.':• hy.. :.. }: .4•_.4, _.....,.,.8.. it. \: :'� ..27� 9 9 4 .. ... .... t: �- h -- ; � �ap.�2 .a w' ✓ :Xt.., ., '..iat ..t':9 :e :• - ..)�'.;h X; .�.. h:...�; - a., :t:�'t: � ^�YY RS rfi }. ,. , i cy ... ,r,., , :...,., . , .x, <y:;;: • i ::c: :i 009SSQT 3/4 H 7 11- Jan -1988 11-Ian-2006 (vv),xx y .., .009 � T> -' : ,. ,.. $ .Q .. ' .. ..:.:•.:..; . -.: -:: .. 1 ..s., .. _< :.._ ......,: .. •.. ...:. .:e.: . .. ......... ..... .... 1 \} ,) . 1 . r •r ::' . > > 1 + .a t ,:'6f: ; x -.t \ " lt : :`:.... r � : � �'�. : ^', ... .:.: :. , ._ 11 Jan.2�06�.. };z7t. \)... ��<_ .;. :.... _ :. . >. ::�Y:: �`�2�•: t9 O) N 00 m , Reduced-Pressure Principle Assemblies Washington State Department of Health — September 2006 Page 74 of 107 rt January 15, 2008 Thom Keyes Donahou Design Group 2150 North 107 Street, Suite 501 Seattle, WA 98133 RE: CORRECTION LETTER #1 Plumbing/Gas Piping Application Number PG07 -307 Walgreens — 3716 S 144 St Dear Mr. Keyes, This letter is to inform you of corrections that must be addressed before your plumbing permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire and Public Works Departments. At this time the Building Department has no comments. Fire Department: Al Metzler, at 206 575 -4407 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer, at 206 - 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. encl Permit Coordinator xc: File No. PG07 -307 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2007\PG07 -307 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Proiect Name: Waloreens 3716 S 144 St Permit File No.: PG07 -307 Date: January 10, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575 -4407 FIRE DEPARTMENT REVIEW COMMENTS 1. Submit an updated civil drawing for approval which shows locations of fire hydrants, fire department connection(FDC), post indicator valve(PIV), double detector check valve assembly(DDCVA), and sprinkler riser. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: December 5, 2007 PROJECT: Walgreens PERMIT NO: PG07 - 307 REVIEW NO: 1 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit cut sheets for proposed backflow shown on Detail 3/P2.1, circle the devise you plan to install and make sure subject backflow is a WA State Department of Health approved devise. 2) Please verify direction of north arrow on sheet P1.1 since it does match orientation of proposed building. 3) Submit civil utility site plan, so Public Works can verify correct location of utility lines entering the building. It appears your plan sheet P1.1 does not match Building Permit D07 -077 approved Therraforma Design Group Inc. civil drawings, last revision #3 dated 8/17/07. 4) Fire Protection System note, lower right on sheet P1.1 refers to the Fire Protection Drawing FP1.1, however sheet FP1.1 was never submitted for review and approval. Since civil plans do not show a fire vault with a DDCVA, Public Works assumes that fire suppression line backflow will be installed inside the building. If applicant plans to pull a separate City of Tukwila Plumbing Permit to install required fire prevention Detector Double Check Valve Assembly (DDCVA), revise this note and submit a new Tukwila plumbing permit application ASAP. 5) Drawing no. P1.1, on all call -outs "SEE CIVIL PLANS FOR CONTINUATION" provide civil plan sheet number. P: Joanna/Comments 1 PG07 -307 ACTIVITY NUMBER: PG07 -307 DATE: 01 -25 -08 PROJECT NAME: WALGREENS SITE ADDRESS: 3416 S 144 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Pub 'WWo ritsioc -?.Ui D ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Incomplete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 11 Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ,,PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6r IA)(/ Fire Pre ention Structural Structural Review Required Approved with Conditions Planning Division ❑ Permit Coordinator DUE DATE: 01-29 -08 El Not Applicable n n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 02-26-08 Not Approved (attach comments) ❑ DATE: C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -307 DATE: 11 -19 -07 PROJECT NAME: WALGREENS SITE ADDRESS: 3716 S 144 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: M� IP B Ic�rng Ivision Pubic Works. Yi ( liAWI 12--6`01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: PERMIT COORD COPY 't 511 clamed Fire Prevention Structural ❑ El DUE DATE: 11 -20-07 No further Review Required DATE: DATE: Planning Division Permit Coordinator Not Applicable n n DUE DATE: 12-18-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) IT( Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: I -lic-of Bldg ❑ Fire yj Ping ❑ PW Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: \ I 2 S OP) Plan Check/Permit Number: PG07-307 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WALGREENS Project Address: 3416 S 144 St Contact Person: Thom Keyes Phone Number: Z-1)6 3 S 1g 60 Summary of Revision: ?W (RBI ►)6 l fr 1 S QUt761\ `f Eiv-e Yr. Pu 1 U C vOe S i tifadJ & - ro srre V'R (...117.6 O a%V cL s cars TF 1X C vA of - r E 1�1,VU1�iv�� StiebT3 Sheet Number(s): ti 1 1 I C- 3 I L � (i4-, Z "Cloud" or highlight all are of revision including date of revision Received at the City of Tukwila Permit Center by: /Amk o Entered in Permits Plus on Ot (2C ) \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: " �OFEti JAN 25 2008 PERMIT cEN ER License Information License BULLDPD931CZ Licensee Name BULLDOG PLUMBING & DESIGN LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602686885 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 1407 WILLOWS RD E STE D Address 2 City FIFE County PIERCE State WA Zip 98424 Phone 2539221100 Status ACTIVE Specialty 1 PLUMBING Specialty 2 BOILER/STEAM FIT/PROC PIPING Effective Date 2/9 /2007 Expiration Date 2/9 /2009 Suspend Date Separation Date Parent Company Previous License BULLDP*965R2 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date COWIN, ARON PARTNER/MEMBER 02/09/2007 DREES, KATHERINE PARTNER/MEMBER 02/09/2007 Look Up a Contractor, Electri ^ian or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date AMERICAN https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BULLDPD931 CZ 03/28/2008 SEPARATE PERMIT REQUIRED dMGchanical 1 Electrical £3 Plumbing 0 Gas Piping City of Tukwil BUILDING DIVISION FL Permit No. Filar review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: z City of Tukwila BUILDING DIVISION 4" PRIMARY ROOF LEADER AND 4" OVERFLOW LEADER DOWN EXTERIOR WALL. OD -1 6" STORM DRAIN ©2% SLOPE. (TYP) RD--1 6" OVERFLOW STORM DRAIN ©2% SLOPE. (TYP) ROUTE WATER RISER IN THE INTERIOR WALL CAVITY WCO -1 SEE CIVIL PLAN C3.1 FOR CONTINUATION. FD -1 LAV -1 SEE CIVIL PLAN C3.1 FOR CONTINUATION. (TYP) 4 "VTR COMBINE (2) HOR. 6" STORM DRAINS TO A COMMON 6" VERTICAL DROP. (TYP FOR STORM AND OVERFLOW DRAINS) STORM PIPE SIZING: (2003 IPC TABLES 1106.2 AND 1106.3) ROOF SQUARE FOOTAGE = 9335 FT 3 ROOF DRAINS = 3112 FT - 2 EACH DRAIN. RAIN FALL: 5 INCHES PER HOUR VERTICAL = 4" PER DRAIN. HORIZONTAL = 6" PER DRAIN. (2) DRAINS COMBINED ©2% SLOPE VERTICAL = 6" HORIZONTAL = 8" 4 "VTR RD -1 OD -1 FLOOR PLA\ - PLLN SCALE: 1/8" = 1'-0" 3" B 8" HORIZONTAL STORM PIPING ©2% SLOPE. 8 "DOWN SPOUT NOZZLE. 24" ABOVE FINISHED GRADE. c HB -1 b +2' -'6" I 3/4., I ) VENT SEE DETAIL 6/P2.1 FIRE SPRINKLER ENTRY H FD -1 EVAPORATOR UNIT "'SEE ENLARGED (PARTIAL PLAN US -1 L,.. 3/4 1 1/2" EW -1 SILVER RECOVERY UNIT No changes shall be to the scope of work without prices lappiaVai of Tukwila Building C vision. NOTE: Revisions will require a new plan submittal and may include additional plan review fees 2" DOMESTIC WATER ENTRY BACK TO 1 1/2" DOMESTIC WATER METER. `6 "" HORIZONTAL STORM PIPING 02% SLOPE. - 6 "DOWN SPOUT NOZZLE. 24" ABOVE FINISHED GRADE. 4 ,a ALL PIPING SHALL BE INSULATED AND INSTALLED PER 2006 WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE. 4" PRIMARY ROOF LEADER AND 4" OVERFLOW LEADER DOWN EXTERIOR WALL. 4" VTR FCO -1 - 3" " -- IERS -1 " GCO -1 WH FLUE SEE DETAIL 6A/P2.1 WH -1G ET -1 P -1 FD -2, INSTALL FLOOR DRAIN 6" FROM EXTERIOR WALL. DOMESTIC WATER SERVICE SEE DETAIL 3/P2.1 FD -2, INSTALL FLOOR DRAIN 6" FROM EXTERIOR WALL. HYDRANT PH -1 SEE DETAIL 6/P2.1 INCREASE FROM 4" SANITARY TO 6" SAN ITARY. z SEE CIVIL PLAN C3.1 FOR CONTINUATION. COOLER I 10" "-PARTITION CODE COMPLIANCE CE 10" FEB 2 7 Z ty Of Tukwila ENLARGED PARTIAL PLAN NOT TO SCALE PLUMBING DRAWING NOTES GENERAL: 1.1 REFER TO ALL OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK AND /OR CLARIFICATIONS TO INCLUDE BUT NOT NECESSARILY LIMITED TO: 15050- BASIC MECHANICAL MATERIALS AND METHODS 15250- MECHANICAL INSULATION 15400- PLUMBING WATER SERVICE: 2.1 PROVIDE WATER SERVICE FOR DOMESTIC, IRRIGATION AND FIRE PROTECTION. PROVIDE AN INDIVIDUAL SHUT- OFF VALVE FOR EACH SERVICE. 2.2 PROVIDE APPROPRIATE BACKFLOW PREVENTION ON THE FIRE PROTECTION WATER. 2.3 COORDINATE THE LOCATION AND ROUTING OF THE WATER LINES WITH THE WATER COMPANY AND THE WALGREEN CO. 2.4 PROVIDE A PRESSURE- REGULATING VALVE WHEN REQUIRED TO LIMIT WATER PRESSURE TO 50 PSIG. 2.5 PROVIDE SIZES, CHANGES AND ADDITIONAL ITEMS WHEN REQUIRED BY PUBLIC HEALTH DEPARTMENT, THE CODE, THE BUILDING DEPARTMENT, THE WATER COMPANY, INSPECTORS AND /OR OTHERS HAVING JURISDICTION. METERS: 3.1 PROVIDE A DOMESTIC WATER METER OF THE SMALLEST SIZE PERMITTED (PREFERABLY ONE INCH) WHEN THAT ACTION WILL REDUCE THE MONTHLY BILL. 3.2 SEPARATE IRRIGATION WATER METER PROVIDED. SEE CIVIL DRAWINGS FOR DETAILS. 3.3 PROVIDE WATER METERS THAT ARE ACCEPTABLE TO AND /OR FURNISHED BY LOCAL WATER COMPANY. ALL WATER METERS PROVIDED SHALL READ IN THE SAME UNITS. DOMESTIC WATER PIPING: 4.1 HOT AND COLD DOMESTIC WATER ABOVE FINISHED FLOOR TO BE COPPER TYPE 'L. 4.2 DOMESTIC WATER PIPING WITHIN BUILDING TO BE ABOVE GROUND. 4.3 BRANCH LINES TO PLUMBING FIXTURES SHALL HAVE 12" LONG AIR CHAMBERS AND /OR ALTERNATIVE DEVICES THAT ARE CODE APPROVED. 4.4 EXPOSED WATER SUPPLIES FOR PLUMBING FIXTURES SHALL BE CHROME- PLATED BRASS AND HAVE WHEEL OR OVAL (NOT KEY) OPERATED STOPS (EXCEPT URINALS) WITH METAL STEMS, BY BRASSCRAFT OR EQUAL. 4.5 WATER PIPING AND SIMILAR ITEMS THAT RUN THROUGH STUD SPACES SHALL HAVE A MIN. OF 1/2" CLEAR SPACE ALL AROUND PIPING TO AVOID ANY POSSIBLE CONTACT WITH ADJACENT SURFACES. 4.6 DOMESTIC WATER PIPING ABOVE GRADE SHALL BE INSULATED. 4.7 BRANCH WATER LINES INCLUDING THOSE TO HOSE BIBBS, ROOF HYDRANTS AND POST HYDRANTS SHALL HAVE SHUT OFF VALVES THAT ARE ACCESSIBLE. 4.8 WATER, WASTE AND VENT PIPING SHALL NOT BE LOCATED IN AN EXTERIOR WALL WHEN THE HVAC WINTER TEMPERATURE CAN DROP BELOW 32 DEG. F., UNLESS THOSE PIPES ARE LOCATED ON THE ROOM SIDE OF THE WALL INSULATION. IN THOSE CASES PROVIDE AN ADDITIONAL NON - INSULATED WALL CHASE AS SHOWN FOR THE PHARMACY SINK. DETAIL 1 ON P2.1. SANITARY WASTE VENT AND STORM PIPING: 5.1 CLEANOUTS SHALL BE INSTALLED IN THE BUILDING DRAIN, HORIZONTAL WASTE, STORM OR SOIL LINES WITH CHANGES IN DIRECTION GREATER THAN 45 °. PROVIDE CLEANOUTS AT THE END OF EACH BRANCH, AT THE BASE OF EACH STACK AND AS REQUIRED PER CODE. ALL CLEANOUTS TO BE VISIBLE AND ACCESSIBLE. 5.2 DO NOT LOCATE ANY CLEANOUTS IN THE PHARMACY. 5.3 DOUBLE FITTINGS SUCH AS Y, 1/2Y, COMBINATION Y AND 1/8 BEND, T, SANITARY ETC. FITTINGS SHALL NOT BE USED IN THE SEWER PIPING SYSTEM. 5.4 PLUMBING VENTS, SHALL BE LOCATED A MINIMUM OF 15' -0" AWAY FROM ALL FRESH AIR INTAKES. 5.5 FLOOR DRAINS SHALL NOT BE CONSIDERED AS A FUNCTIONAL CLEANOUT. 5.6 TOILET ROOM VENT STACK(S) SHALL BE LOCATED UPSTREAM OF ALL TOILET ROOM PLUMBING FIXTURES. VALVES FOR PLUMBING: 6.1 DOMESTIC WATER AND GAS SHUT OFF VALVES SHALL BE JOMAR T /S100, BALL TYPE OR EQUAL. 6.2 BALANCING VALVES SHALL BE JOMAR T /S100SS OR EQUAL. 6.3 VALVES LOCATED ABOVE CEILING SHALL BE 12" MAX. ABOVE THE FINISHED CEILING OR AT BOTTOM CHORD OF BAR JOIST WHEN NO CEILING EXISTS. 6.4 WHEN DOUBLE TESTABLE CHECK VALVES ARE REQUIRED (WALL AND AND POST HYDRANTS ETC.). THEY SHALL BE INSTALLED 5 FT. MAX. ABOVE FLOOR AS FOLLOWS: a. AT RECEIVING DOOR MOUNT ON WALL, THEN TO WALL HYDRANT. b. WHEN WATER DROPS TO SERVE PHOTO SINK, TAKE A BRANCH LINE WITH SHUT-OFF VALVE AND "FEED" TO CHECK VALVE THEN UP IN PARTITION TO ABOVE CEILING, RUN ABOVE CEILING TO HYDRANT. c. HYDRANT ON ROOF- BRANCH LINE SHALL BE CONNECTED TO CHECK VALVES ON WALL IN PASSAGE- #1 THEN 'UP WALL TO HYDRANT. 10 FED 0 FS 0 FCO 0 GCO PH VTR WCO (HWR) HOT WATER RECIRCULATION (CW) COLD WATER (HW) HOT WATER CONDENSATE DRAIN SANITARY SEWER WATER METER WITH VALVES FLOOR DRAIN FUNNEL FLOOR DRAIN FLOOR SINK FLOOR CLEAN OUT GRADE CLEAN OUT POST HYDRANT VENT WALL HOSE LEGEND THRU ROOF CLEAN OUT BIBB VALVE - SHUT -OFF VALVE - BALANCING - {- PIPE REDUCER /INCREASER - ill- UNION PLUMBING KEYED NOTES COMBINATION FUNNEL /FLOOR DRAIN. 0 WATER SERVICE. 0 WH-1, WATER HEATER. SEE DETAIL 2/P2.1 AND 7/P2.1. 0 NOT USED. WATER COOLER. PROVIDE 1/2" C.W.; 1 1/2" DRAIN AND VENT IN WALL (MOUNTED 3' -0" A.F.F. TO CENTER LINE OF NOZZLE). SK -1, RX SINK. PROVIDE 1 /2 "C.W.; 1 /2 "H.W., 105 DEGREE F.; 1 1/2" DRAIN AND VENT IN WALL. SEE DETAIL 1/P2.1 AND 5/P2.1. 6 MB-1, MOP BASIN. PROVIDE 1 /2 "C.W.; 1 /2 "H.W., 105 DEGREE F.; 3" DRAIN AND VENT IN WALL. O ERS -1, EMPLOYEE ROOM SINK. PROVIDE 1 /2 "C.W.; 1 /2 "H.W.; 1 1/2" DRAIN AND VENT IN WALL. 0 NOT USED. (9)NOT USED. 0 FLOOR CLEAN -OUT TO ACCEPT FLOOR TILE. POST HYDRANT (PH -1) ABOVE ROOF FOR MAINTENANCE OF EQUIPMENT. PROVIDE A DRAIN LINE FROM POST HYDRANT DRAIN PORT TO FUNNEL /FLOOR DRAIN. PROVIDE 1/2" C.W., 1/2" H.W, 3" DRAIN AND 1 1/2" VENT IN WALL. SEE DETAIL 4/P2.1 FOR WASTE PIPING CONFIGURATION. SEE DETAIL 8/P2.1 FOR WATER CONFIGURATION. ROUGH IN 1 1/2" DRAIN AND 1 1/2" VENT. ROUGH -IN PIPE INSIDE THE WALL CAVITY FOR FUTURE SINK. 1 1/2" DRAIN SHALL BE 12" A.F.F. AND CAP MARK WITH CHROME FINISHED COVER FOR FUTURE USE. CONNECT 1 1/2" DRAIN VENT TO THE VENT FOR COOLER FLOOR DRAIN. ROUGH IN 1/2" COLD WATER AND 1/2" HOT WATER WITH BALL VALVE EACH LINE AND CAP AND TERMINATE 12" ABOVE CEILING IN THE SAME AREA OF THE SINK. ( 15)N0T USED. (16) P -1, HOT WATER RECIRCULATION PUMP. 0 EW -1, EYE WASH SEE DETAIL 7/P2.1. ( PHARMATE REVERSE OSMOSIS DISPENSER, FAUCET, FILTERS 18)AND INSTALLATION KITS PROVIDED BY WALGREENS, INSTALLED BY THE PLUMBING CONTRACTOR. FAUCET TO BE MOUNTED ON PHARMACY SINK AND DISPENSER AT END OF BOTTLE BAY SHELF (FIELD VERIFY EXACT LOCATION). ( PROVIDE 1 1/2" DRAIN AND 1 1/2" VENT THRU ROOF FOR \ 19 /FUTURE SINK. INSTALL DRAIN OPENING (4 20" A.F.F. AND CAP WITH CHROME PLATE FOR FUTURE USE. COORDIN PIPE LOCATION WITH PLUMBING CONTRACTOR. IFf CITY OF TUKWILA JAN 2 5 ?C°8 PhHNlll CENTER COOLER /FREEZER PLUMBING: 7.1 PROVIDE A COMPLETE WALK -IN- COOLER /FREEZER PLUMBING SYSTEM. PLUMBING CONTRACTOR SHALL INSTALL THE CONDENSATE DRAINS. IRRIGATION SYSTEM: 8.1 REFER TO LANDSCAPING /IMPROVEMENTS SECTION 02900 OF THE SPECIFICATIONS. 8.2 THE IRRIGATION SYSTEM CONTROLS ARE TO BE LOCATED ON THE INSIDE OF THE BUILDING AT THE RISER LOCATION. FIRE PROTECTION SYSTEM: 9.1 REFER TO THE FIRE PROTECTION DRAWING, FP1.1 AND THE ASSOCIATED SECTION OF THE SPECIFICATIONS. criPr. C. ION LT R {t 501 STORE STORE i) 1O99 ( c) OUTI4 144144 ST, 4 31Th AVE. SOUTI4 TUKWILA, WA> IT TON TUKWILA HOLDING& LL C. CONSULTANT PROJECT NO. 2006 -36 PROJECT TYPE DRAWINGS /SPECIFICATIONS BY: WALGREENS' • LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: WALGREENS' CONTRACTOR p LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) BUILDING NEW REMODELING RELOCATION OTHERS NEW EXISTING NEW SHELL ONLY . . CRITERIA CONSTRUCTION BULLETINS HENDERSON ENGINEERSY. 8325 LENEXA DRIVE LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 3/12/01 3/12/01 0/17/01 11 /12/01 11/20/0 1/03/05 DESCRIPTION PERMIT SUIr3MITTAL /LU -s. r EVIE PERMIT RE-SUBMITTAL WG REVIEW RE- SUBMITTAL II 5 -T _ U f' y 1 H 11.) CITY COMMENTS /BID 5ET CITY COMMENTS /BID sET 15 ID SET CITY FLAN I EVI5IQN FLOOR PLAN - PLUMBING DRAWN BY: TBW DATE: 3/12/07 REVIEWED BY: ASK/KB DRAWING NO. DINGS. CADD PLOT: VOID PLOT: SUPERSEDES PLAN DATED: REVISIONS CERTIFICATION AND SEAL 1 HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS F OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER #10995 PROJECT NAME WALG IN TUKWILA, WAS# -I INGTON lleadaNktiEumpoznignismigarzatatratAcr DRAWING TITLE POST HYDRANT (PH -1) AND TOILET VENT DETAIL POST HYDRANT WITH VACUUM BREAKER 1 1/2" PIPE INSULATION -- C.W. PIPE VALVE HOUSING UNDER THE DECK UNION 1/2" H.W. SHUT -OFF VALVE INSTALL PIPE AND FITTINGS IN CEILING SPACE OR CONCEALED 1 / 2 " 2" TESTABLE RPZ VALVE(W /STRAINER) WATER SERVICE, DOMESTIC SYSTEM NOTES: - 1. INSTALL AND SEAL PIPE PORTAL PER MANUFACTURER'S DIRECTION. 2. USE STAINLESS STEEL CLAMP ON ALL PIPE. 3. PIPE PORTALS ARE BASED ON PORTALS PLUS, INC. PHOTO - WATER DETAIL PIPE PORTAL MODEL C -212 CAP PIPE PORTAL MODEL C -126 CAP 4" MIN. ■ABS PLASTIC CURB COVER INSULATED ROOF CURB ® INSULATE INSIDE THE CURB WITH R -30 INSULATION INCREASER INSULATION SECURE POST HYDRANT TO ROOF CURB AND TO ROOF JOIST. HYDRANT DRAIN TO VALVE TO BE AT NEAREST DRAIN (AT MB -1) / LADDER TO ROOF OR ACCESS PANEL. TOILET 009M2QT -S, 2" H.W. TO US -1 FAUCET MIXING VALVE. SEE DWG. FOR MORE INFORMATION. MIXED WATER SUPPLY t � TO EYE WASH (84 °F.) ''" 1/2" C.W, TO US -1 FAUCET HOSE BIBB WITH VACCUM BREAKER FOR SRU CONNECTION. 24" A.F.F NEW EXISTING NEW SHELL ONLY . . 0 STORE PIPE CHASE 1 /2 "C. w. 1 1/2" WASTE AND VENT. 1/2" H.W. PIPE CHASE J` FLOOR PHARMACY (SK -1) SINK AND CABINET END SECTION PHARMACY SINK SHALL BE A SPECIAL RX CABINET SINK COMPLETE WITH FAUCET, ETC. FURNISHED BY WALGREENS, 1 WITH STORE FIXTURES AND INSTALLED BY CONTRACTOR. P2.1 OFFSET SINK FAUCET TO ACCOMMODATE EYE WASH FIXTURE. INSTALL EYE WASH AWAY FROM THE WALL. 1 1/2" X 1 1/2" X 1/2" TEE (PVC) TO ACCEPT 1/2" PLASTIC TUBING FROM SILVER RECOVERY UNIT. PROVIDE PVC PIPING AT THE ENTIRE UTILITY SINK DRAIN CONNECTION. VERIFY WITH CITY CODES. EXHAUST FLUE 3' -0" (MIN) ABOVE ROOF (SEE NOTE 3). FLOOR CLEAN OUT NOTES: 1. WASTE PIPING TO BE PVC. 2. FASTEN SINK TO WALL FOR STABILITY. "B" VENT PIPE FROM WATER HEATER. 27" PLAN SECTION NOTES: 1. FOR ACTUAL SIZE OF BOWL SEE FIXTURE ON JOB. WALGREENS TO FURNISH SINK, BOWL, FAUCET AND CABINET WITH STORE FIXTURES. ALL PLUMBING WORK INCLUDING FINAL CONNECTIONS BY PLUMBING CONTRACTOR. 2. SEE PLAN(S) FOR MORE INFORMATION. 3. TOP OF OPEN SITE DRAIN (0.S.D.) SHALL BE 14" ABOVE FLOOR, 6" RIGHT OR LEFT OF SINK DRAIN AND CLOSE TO BACK WALL. PHOTO - WASTE DETAIL OUTSIDE WALL 1 1/2" OPEN SITE DRAIN o (0.S.D.) AND TRAP. 1/2" HOT AND COLD WATER SUPPLY LINES WITH SHUT OFF VALVES. (PROVIDE 1" INSULATION FOR PIPING ON EXTERIOR WALLS). INTERIOR WALL EYE WASH US -1 FAUCET FLUE EXHAUST FOR WATER HEATER iii INSULATION b P,. PIPE PORTAL AS PLASTIC CURB COVER INSULATED ROOF CURB NOTES: 1. INSTALL AND SEAL PIPE PORTAL PER MANUFACTURER DIRECTION. 2. USE STAINLESS STEEL CLAMP ON ALL PIPE. 3. INSTALL FLUE EXHAUST FOR WATER HEATER PER MANUFACTURER DIRECTION. 4. PIPE PORTALS ARE BASED ON PORTALS PLUS, INC. 4 P2.1 6A P2.1 HOT WATER EXHAUST THRU ROOF OUTLET WATER CONNECTION, CONNECTED TO FIXTURES 1 1/2" WASTE AND VENT. 1/2" H.W. PROVIDE 1 1 /4 "o OPNG. IN S.S. SINK FAUCET DECK FOR FILLMASTER FAUCET. 1 1/2" WASTE AND VENT. EMPLOYEE ROOM HOT WATER PIPE N 1 3/4" HOT WATER RECIRCULATOR PIPE HOT WATER PIPE THERMOMETER GAS FIRED WATER HEATER (WH -1) GAS INLET ;! (. DRAIN COCK WITH 111 HOSE CONNECTION. _ I 1 NOTES: 1. PIPE PRESSURE RELIEF VALVE TO FUNNEL /FLOOR DRAIN WITH COPPER TUBING. WATER HEATER FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. 2. REFER TO WALGREENS SPECIFICATION SECTION 15400 FOR FLUE DETAILS. 3. PROVIDE A METAL FABRICATED DRAIN PAN WHICH EMPTIES INTO THE FUNNEL /FLOOR DRAIN. FILLMASTER FAUCET AND DRAIN DETAIL OUTSIDE WALL PIPE CHASE 1 /2 "C. W. COLD WATER PIPE PHARMACY SINK PLAN SECTION END SECTION BALANCING VALVE @ 2 GP COLD WATER TO EXPANSION TANK. HEAT TRAP (TYP). RECIRCULATING PIPE HEAT TRAP (TYP). - INLET WATER CONNECTION. RECIRCULATING PUMP CHECK VALVE SET © 4 GPM SHELF 27" HOT WATER RECIRCULATION DETAIL -CHECK VALVE FARTHEST HOT WATER PIPE EXPANSION TANK RECIRCULATING PUMP 2 P2.1 5 P2.1 3(4" HOT WATER R CIRCULATION PIPE 7 P2.1 BUILDING EXTERIOR WALL. REFER TO STRUCTURAL & ARCHITECTURAL -� DRAWINGS FOR ACTUAL CONDITIONS -N UNION (TYPICAL) COUPLING PROVIDE PVC SLEEVE AND CAULK AT FLOOR SLAB PENETRATION GRADE -11 III -III REFER TO PIPE III AND TRENCH LOCATION" III DETAIL FOR CONDITIONS III s .. -. AT Fetialic2. 4 1 " REDUCED PRESSURE ZONE EVENTER: WATTS # AST BRONZE BODY, N TEST COCKS, QUARTER TURN BALL VALVES, BRONZE STRAINER, AND # 909AG AIR GAP FITTING. r 4 WALL BRACKET OR FLOOR STAND. HOSE BIBB FOR SYSTEM DRAIN DOWN PRESSURE GAUGE AIR GAP FITTING SHUTOFF VALVE INDIRECT DRAIN TO FLOOR DRAIN ONE PIPE SZE LARGER THAN BACKFLOW PREVENTER DRAIN OUTLET STRAINER WITH BLOW DOWN SHUTOFF VALVE FLOOR DRAIN TYPE "L" HARD COPPER TUBE ROUTED AS SHOWN ON PLANS TYPE "K" SOFT COPPER UNDERGROUND FLOOR SLAB PIPING ARRANGEMENT SHOWN IN SCHEMATI SUIT FIELD CONDITIONS. PROVIDE WATTS # CAST BRONZE BODY, QUARTER TURV TEST + '' ER .TURN BALL VALVES, REDUCED PRESSURE ZONE TYPE BACKFLOW PREVENTER. INSTALL WITH REQUIRED CLEARANCES. INSTALL BACKFLOW PREVENTER IN HORIZONTAL UPRIGHT POSITION. PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. ALL ITEMS SHALL BE APPROVED FOR DOMESTIC WATER SERVICE. INSTALL BACKFLOW PREVENTER SO IT CAN BE EASILY SERVICED AND TESTED. SUPPORT ASSEMBLY FROM; 3 P2.1 NATIONAL ACCOUNT PLUMBING PROGRAM THE FOLLOWING PLUMBING PROGRAM FIXTURES, ASSOCIATED ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION AND OTHER PLUMBING ITEMS BELOW SHALL BE PURCHASED THRU THE TRANE NATIONAL ACCOUNT PLUMBING PROGRAM. CONTACT THEM AT (800) 453 -6954 TO OBTAIN A QUOTATION, ORDER AND TO COORDINATE DELIVERY. ERS -1 EMPLOYEE ROOM SINK: (ADA COMPLIANT) ELKAY NO. LRAD - 1522 --55 -3 LUSTERTONE SINGLE BOWL SINK W /LK35 STRAINER AND STOP AND CHICAGO FAUCET NO. 786 -E -3 DECK MOUNT FAUCET WITH GOOSE NECK SPOUT AND WRIST BLADE HANDLES. EWC -1 ELECTRIC WATER COOLER: (SPLIT LEVEL) ELKAY NO. EZSTLBC, HANDICAP ACCESSIBLE, SELF CONTAINED, WALL HUNG, TWO LEVEL ELECTRIC REFRIGERATED WATER COOLERS. ACCEPTABLE ALTERNATE MANUFACTURERS: OASIS- P8AMSL; HALSEY TAYLOR- HAC8FBL -Q; HAWS- HWUAC8L; SUNROC- NWCA- 8F -BL. LAV-1 LAVATORY: AMERICAN STANDARD NO. 0355.012 "LUCERNE" 20 "X18" VITREOUS CHINA, WALL HUNG LAVATORY, WITH CHICAGO FAUCET NO. 802 -665, 4" CENTERS AND .5 GPM AERATOR, 1 1/4" CHROME PLATED, BRASS (17 GUAGE) P -TRAP, WALL HUNGER, ETC. ACCEPTABLE ALTERNATE MANUFACTURERS: CRANE- 1 -412 -V HARWICH; ELJER- SIGNATURE 051 -2108 KOHLER K -2005 KINGSTON; FAUCETS FOR ALL ABOVE LAVS. SK -1 PHARMACY SINK: THIS SHALL BE A SPECIAL RX CABINET SINK COMPLETE WITH FAUCET, ETC. FURNISHED BY WALGREENS, WITH STORE FIXTURES, AND INSTALLED BY CONTRACTOR (SEE DETAIL 1/P2.1) PH -1 POST HYDRANT: ZURN NO. Z- 1385 -VB (3/4 "HOSE CONNECTION) EXPOSED HEAD, NON FREEZE POST HYDRANT, KEY OPERATED, VACUUM BREAKER, 24" ABOVE ROOF LINE. ACCEPTABLE ALTERNATE MANUFACTURER: WADE 8610. MB -1 MOP BASIN: FLORESTONE NO. MSR -2424. 24x24. FURNISH AND INSTALL MOLDED MOP SERVICE RECEPTOR WITH INTEGRAL DRAIN SUCH AS MANUFACTURED BY FLORESTONE PRODUCT CO. MOLDING SHALL BE DONE UNDER HEAT AND PRESSURE USING MATCHED METAL DIES. THE UNIT TO BE ONE PIECE WITH NO SEAMS. SHOULDERS SHALL BE NOT LESS THAN 1" WIDE, AND 9 1/2" INSIDE. UNIT SHALL HAVE RIBBED UNDERBODY AND INTEGRAL DRAIN PROVIDED FOR NON- CAULKING CONNECTION (LEAD CAULKED OPTIONAL) TO A 3" PIPE. DRAIN SHALL BE 18 GAUGE STAINLESS, FLAT TYPE, #430. MODEL SHALL CONFORM TO ANSI -Z -124.2 AND Z- 124 -6. AMERICAN STANDARD MODEL NO. 8344.112 (ADA) AND VACUUM BREAKER AT 3' -0" A.F.F. OR PER CODE REQUIREMENT. ACCEPTABLE ALTERNATE MANUFACTURERS: E.L. MUSTEE -63 M; SWAN -MS 2424 -3; ADVANCE TABC0-- 9- 0P -20; ZURN -Z -1996 24x24. FIAT - MSB 2424. UR -1 URINAL: (ADA COMPLIANT) AMERICAN STANDARD NO. 6501.010 "WASHBROOK" VITREOUS CHINA, WALL HUNG URINAL, 1.0 GPF, COMPLETE WITHSLOAN "ROYAL" 186 -1 FLUSH VALVE WITH VACUUM BREAKER AND SCREW DRIVER STOP, WALL HANGER, ETC. ACCEPTABLE ALTERNATE MANUFACTURERS: KOHLER -K- 4960 -ET BARDON; CRANE -7160 EMBASSY; ELJER - 161 -1090 SAVON. US -1 UTILITY SINK: FLORESTONE MODEL 'FM', 23" X 22" FIBERGLASS REINFORCED POLYESTER RESINS, FLOOR UTILITY SINK WITH RUST FREE LEGS, LEVELERS, BACK "SHELF" (APPROX. 4" WIDE x 23 "LONG SHALL BE "PLAIN" (NO SOAP DISH ETC.) FOR MOUNTING FAUCETS & EYE WASH) FAUCETS SHALL BE ON RIGHT SIDE WITH THE EYE WASH ON THE LEFT SIDE. CHICAGO FAUCET ASSEMBLY NO. 895 WITH 3 1/2" SPOUT. P -1 PUMP: PUMP FOR H.W. RECIRCULATION SYSTEM- BELL & COSSET MODEL NBF- 8S /LW. 1/40 H.P., .38FLA., 115V.,1 PH., RATED Q 4 GPM, 4FT OF HEAD ; BRONZE IN -LINE. TACO AS ALTERNATE. CONTROL OF PUMP SHALL BE BY CONNECTING IT TO ELECTRICAL CIRCUIT DESIGNATED "GENERAL SALES MAINTENANCE LIGHTS ". EW -1 EYE WASH: EYE WASH (FAUCET MOUNT), BRADLEY MODEL S19- 270HD. EYE WASH SHALL BE SUPPLIED THRU A MIXING VALVE THAT WILL FAIL OPEN IN COLD WATER BYPASS PER ANSI Z358.1. POWER MODEL ES15ORB, BRADLEY OR LAWLER EQUAL. SET FLOW PER EYE WASH RECOMMENDATION (APPROX.. 1 GPM) AT 90 DEG. F. COLOR: ALL PLUMBING FIXTURES SHALL BE WHITE UNLESS OTHERWISE NOTED. CODE COMPLIANCE APPROVED F FP 2 7 2000 City Of Tukwila B IL IN -.' OPTION . FD -2 OD -1 DN -1 WH-1G GAS FIRED WATER HEATER, 40 GALLONS 18" DIA. X 60" HIGH, 40,000 BTUH INPUT, 41 GPH RECOVERY CO 90'F. RISE, 3 IN. DIA. FLUE THRU ROOF, 6 YEARS WARRANTY FOR PARTS AND TANK PER BRADFORD WHITE MODEL M- I- 40T6FBN, STATE MODEL GS640YBRT OR A.O. SMITH MODEL GCV -40. WC -1 WATER CLOSET: (ADA COMPLIANT) AMERICAN STANDARD NO. 3043.102 TOP SPUD, MADERA 17 "H ELONGATED; 1.6 GPF SLOAN ROYAL # 111 FLUSH VALVE; SIPHON JET; FLOOR MOUNTED; VITREOUS CHINA WATER CLOSET; CHURCH # 295C SOLID PLASTIC OPEN FRONT SEAT LESS COVER WITH CHECK HINGES & CHINA BOLT CAPS. INSTALL 1" WATER SUPPLY PIPE © 28 3/4" A.F.F. ACCEPTABLE ALTERNATE MANUFACTURERS: CRANE -3H701 HYMONT ELJER- 111 -2145 SIGNATURE 17" KOHLER -K- 4302 - HIGHCREST. DOMESTIC WATER PIPING HOSE BIBB: HB -1 FLUSH TYPE WALL HYDRANT, ENCASED, ANTI- SIPHON, AUTOMATIC DRAINING. COMPLETE WITH NON - FREEZE TYPE INTEGRAL BACKFLOW PREVENTER, COPPER CASING, ALL BRONZE INTERIOR PARTS. NICKEL BRONZE BOX AND HINGED COVER PER: JOSAM 71000 SMITH 5509 QT WADE 8699,175 WOODFORD B65 ZURN Z1320. ROUTE COLD WATER PIPING AWAY FROM STORAGE SHELVINGS. ALTERNATE ROUTING MAY BE NEXT TO INTERIOR WALL. COORDINATE WITH DRAWING D1. ET -1 EXPANSION TANK: AMTROL MODEL ST -12 THERM -X -TROL EXPANSION TANK, FOR HOT WATER EXPANSION. FLOOR DRAINS FD -1 WITHOUT FUNNEL, CAST IRON BODY, 6 IN. DIA. STRAINER OF NICKEL - BRONZE, 3 IN. SIZE UNLESS ORDERED DIFFERENT, PER: JOSAM 30000 SERIES SMITH 2010 SERIES WADE 1100 SERIES ZURN Z -415 SERIES CLEANOUTS: FCO -1 FLOOR TYPE WITH CAST IRON BODY, NICKEL - BRONZE RING AND SECURED COVER, PER: JOSAM 55000 SERIES SMITH 4020 SERIES WADE 6000 SERIES ZURN ZN -1400 SERIES GCO -1 GRADE CLEAN OUT, YARD TYPE WITH CAST IRON BODY, RING AND COVER PER: JOSAM 55000 SERIES SMITH 4100 SERIES WADE 6000 SERIES ZURN ZB -1400 SERIES WCO -1 STORM RD -1 WITH 4 IN. NICKEL - BRONZE FUNNEL, CAST IRON BODY, 6 IN. DIA. STRAINER OF NICKEL - BRONZE, 3 IN. SIZE UNLESS ORDERED DIFFERENT, PER: JOSAM 30000 SERIES SMITH 53510 SERIES WADE 1100 SERIES ZURN Z -415 SERIES WALL TYPE WITH 6 IN. ROUND SS COVER PLATE, SCREW, CAST IRON BODY, ABS THREADED PLUG PER: JOSAM 58600 SERIES SMITH 4710 SERIES WADE 8480 SERIES ZURN ZN -1400 SERIES DRAINAGE PIPING: ROOF DRAINS - COATED CAST IRON BODY (PVC BODY IS NOT PERMITTED) WITH ADJUSTABLE EXTENSION, LOW SILHOUETTE POLYPROPYLENE VANDAL PROOF SECURED DOME, CAULKED OUTLET AND A METAL UNDER DECK CLAMP, PER: JOSAM 21500 SERIES SMITH 1015 SERIES WADE 3000 SERIES ZURN Z -100 SERIES OVERFLOW DRAINS - COATED CAST IRON BODY (PVC BODY IS NOT PERMITTED) WITH ADJUSTABLE EXTENSION, LOW SILHOUETTE POLYPROPYLENE VANDAL PROOF SECURED DOME, EXTERIOR WATER DAM, CAULKED OUTLET AND A METAL UNDER DECK CLAMP, PER: JOSAM 21500 SERIES SMITH 1080 SERIES WADE 3000 SERIES ZURN Z -100 SERIES DOWN SPOUT NOZZLE - CAST BRONZE BODY AND BIRD SCREEN PER: SMITH 1770 SERIES OR APPROVED EQUAL. RECEIVED /f �wC�_I�„`"D CI°I"Y OF TI_JK:k1!7I! A JAN 2 5 20'03 PEHMIT CENTER w STORE `' *10995 (NEC) SOUTH 1441 6T. 4 31114 AVE. SOUTH TUKUJILA, WASHINGTON FOR: TUKWILA HOLDINGS, LLC. CONSULTANT PROJECT NO. 2006 -36 PROJECT TYPE DRAWINGS /SPECIFICATIONS BY: WALGREENS' p LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: 0 WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) NEW REMODELING RELOCATION OTHERS CRITERIA CONSTRUCTION BULLETINS r L HENDERSON �EN4sINEERS.4 8325 LENEXA DRIVE LENEXA, KS 66214 TEL 913 742 5000 nix 913 742 5001 www.hei- eng.com 3/12/0 °1 0/20/0°1 0/17/01 11/12/01 11/20/01 1/03/00 DESCRIPTION PERMIT RE- SUBMITTAL LUG REVIEW RE- SUBMITTAL WG REVIEW RESUBMITTAL CITY COMMENTS /BID SET CITY COMMENTS /BID SET BID SET CITY PLAN REVISION CITY COMMENTS r4. : 1/23/0a CADD PLOT: DRAWN BY: TBW DATE: 3/12/07 REVIEWED BY: AS K/KB DRAWING NO. PLUMBING DETAILS AND SCHEDULES 1 HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. VOID PLOT: SUPERSEDES PLAN DATED: REVISIONS PROJECT NAME EXP. 11/07/08 STORE NUMBER #10995 WALGREENS IN TUKWILA, WASHINGTON Tel alse iteleig4v STC)E 1 O9S 3 SOUTH 144T+ I ST EET TUKWILA, WASHINGTON es1e)s FOFR: TUKUUILA HOLED1N6S, LLC. CONSULTANT PROJECT NO. 2006 -36 DATE PROJECT TYPE DESCRIPTION DRAWINGS /SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANT SITE S. 146TH ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) PADPERMIT STORE BUILDING II 1 NEW REMODELING RELOCATION OTHERS PADWG. NEW EXISTING NEW SHELL ONLY . . ■ ❑ ❑ ■ ❑ CRITERIA CONSTRUCTION BULLETINS 3 S /fl/ PAGCITT TITLE 4 11/20/01 PAC RE -BID SET CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS I PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED, ENGINEER UNDER THE LAWS OF THE STATE OF �rsTER WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. p,. pE O � { 1 q, o WAS i ` Z' / o /0 * R 35646 �Q SS1ONAL \.G I $ EXPIRES 06/11 /0B II/20/01 STORE NUMBER #10995 PROJECT NAME WALC.IFRE E=NS IN TUKWILA UUASH INCZTON DRAWING TITLE UTILITY' FLAN CADD PLOT: SCALE: DRAWN AS NOTED DRAWING NO C a 1 OF 1 DWGS. REVISIONS NO. DATE BY DESCRIPTION O C NST SITE S. 146TH 3/12/01 PADPERMIT SUBMITTAL/UJG. REVIEW II 1 &/20/01 PADWG. REVIEW RESUBMITTAL 2 1/&/0`1 PADRESUEMIT TO CITT 3 S /fl/ PAGCITT COMMENTS / BID SET 4 11/20/01 PAC RE -BID SET CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS I PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED, ENGINEER UNDER THE LAWS OF THE STATE OF �rsTER WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. p,. pE O � { 1 q, o WAS i ` Z' / o /0 * R 35646 �Q SS1ONAL \.G I $ EXPIRES 06/11 /0B II/20/01 STORE NUMBER #10995 PROJECT NAME WALC.IFRE E=NS IN TUKWILA UUASH INCZTON DRAWING TITLE UTILITY' FLAN CADD PLOT: SCALE: DRAWN AS NOTED DRAWING NO C a 1 OF 1 DWGS. BY: PAID VOID PLOT: DATE: REVIEWED 3/12/01 SUPERSEDES PLAN DATED: BY: I� _., i v> , s 144TH ST. SITE S. 146TH ST. A LEGEND EXISTING 12 D N 0 FP -0- THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. — — — E — — NOTE CALL 48 HOURS BEFORE YOU DIG 1 -800- 4245555 PROPOSED 100 8" W w-- 8 "S // • Tr1 E _ T G f CONCRETE CONC. BLOCK WALL PROPERTY LINE R.O.W. CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE ELECTRICAL LINE TELEPHONE LINE GAS LINE POWER VAULT UTILITY POLE STREET LIGHT NOTE: 1. CLEANOUT COVER & FRAME TO BE PROVIDED FOR CLEANOUTS IN RIGHT —OF —WAY AND DRIVEWAYS. CLEANOUTS ON PRIVATE PROPERTY TO BE 6" BELOW SURFACE WITH #5 FERROUS SCRAP ATTACHED. SEWER MAIN PER PLAN 2. ALL FITTINGS TO BE SHOP FABRICATED 8Y SPECIFIED FITTINGS INC. OR EQUAL. WYE LIMIT OF PAY ITEM FOR PIPE SEWER MAIN PER PLAN FINISH GRACE 12'sis PIPE SEC 10 LIMIT OF PAY ITEM FOR CLEANOUT 2' 6" 2' 6" 1" 2" DEPTH P.C.C. 2' -6" SQUARE CONCRETE PAD OETAIL 15 CLEANOUT FRAME & COVER. OLYMPIC FOUNDRY CO. SERIES IVY M -1025 W/ TWO STAINLESS STEEL BOLTS 45' BEND SIZE PER PLAN W/ CMERNE PVC PLUG BEDDING MATERIAL INSTALL WATERTIGHT PLUG CLEANOUT COVER AND FRAME VAL VUE SEWER DISTRICT 6 IN. OR 8 IN. DIA. CLEANOUT MOT TO SCALE EX. 20' WIDE POWER ESMT. TO S.C.L. PER REC. NO, 230415 -3 -019 Ad011OMMOMENIIII 1101•I NOMMOO■■IONII /M C1ir 10I m��il•®ht 1211 w■1>:Y r C Adara nOEIM � G®rir�el�■i�ITNi le� ---fr- ell . 1»I��ier ■ � �1�� k• 'I,� /� Y•}!a �► �i ��G C1G I� :�i:�IR i°:pS.i�ll�wi'ii®®��IifViili c :• ®� 11►:. : . :: • :::::::::,•�:a•� e: •9:19: �:6 EX. FIRE HYD. E — U EX. 8 "W u_— CC ❑ SEWER NOTES ** REQUIRES SEPARATE PERMIT WITH VAL VUE SEWER DISTRICT. COMPLY WITH VAL VUE PLANS AND SPECIFICATIONS. CLEANOUTS PER VAL VUE SEWER DISTRICT STD. DTL. 15 S1 ABANDON EX. 4" SIDESEWER CONNECT TO EX. 6" CONC. SIDESEWER APPROX. 2' SOUTH OF EX. CURB IE= 309.0E USE 501 ROMAC 6 "x6" COUPLING S2 17' — 6" PVC, SDR35 © 2% MIN. WITH 2 r 22.5 —DEG BENDS ROUTE AROUND EX. POWER VAULT 53 REMOVE EX. 4" CLEANOUT NEW 6" CLEANOUT RIM= AT —GRADE IE= 310.42 S4 36' - 6" PVC, SDR35 @ 2% 55 6" CLEANOUT RIM= AT— GRADE, IE= 311.14 56 78' - 6" PVC, SDR35 © 2% S7 6" CLEANOUT RIM= AT-- GRADE, IE= 312.70 POLE C' 112 +00 POLE 'A' POLE 'B'SL 111 +00 9C w ( 1 144TH ST. STA 33 +26.24 = 37TH STA 11g +00.00 NEW 112LF POWER CONDUIT BANK EX. CATCH BASIN RIM ELEV. = 320.08' IE B" CONC N 318.48' CURB BARRIER TO PROTECT NEW POLE. EX. CATCH BA.IN RIM ELEV. I= 32 IE 8" CONCI 5 319.60' 3 1- Cl 0 WATER NOTES (PUBLIC) ** REQUIRES SEPARATE PERMIT WITH K.C. WATER DISTRICT #125. COMPLY WITH DISTRICT STANDARD PLANS & SPECS. SEE SHEET C4.2 FOR ADDITIONAL INFO. AVAILABLE FIRE FLOW = 2390 GPM (20 PSI RESID, 2 HOURS) STATIC WATER PRESSURE = 80 PSI W1 6 "x6" MUELLER WET —TAP PER DISTRICT DTL. 9 6" GATE VALVE (FLxMJ, FOR DDCVA) CONC. BLKG. 8" DIP SPOOL, LENGTH AS NECESSARY W2 FIRE HYDRANT PER DISTRICT DTL. 3 ON SHEET C4.2. FH © 25' FROM R/W C/L 6 "x6" MUELLER WET —TAP PER DISTRICT DTL. 9 6" GATE VALVE (FLxMJ) CONC. BLKG. 8' -' 6" DIP, CL.52 SPOOL W3 1" WATER METER (BY DISTRICT, PAID BY DEVELOPER) WM © 25' FROM R/W C/L 1" TAP, 1" SERVICE (COPPER), SETTER AND BOX PER DISTRICT DTL. 1 (BY CONTRACTOR) W4 POST — INDICATOR VALVE PER DTL. 2/04.2 OR CITY & DISTRICT APPROVED EQUAL W5 NEW 5' x 10' WATER ESMT. TO DISTRICT W6 RELOCATE EX. 5/8 "x3/4" WATER METER TO BACK OF SIDEWALK REUSE FOR IRRIGATION 0 G REFER TO ADDITIONAL DETAILS & NOTES ON SHEET C4.2 16 G 0 WATER NOTES (RIVATE) SEPARATE FIRE SPRINKLER PERMIT REQUIRED. DESIGN / BUILD BY CONTRACTOR. WA FIRE SPRINKLER LINE: 98' N 6" DIP, CL.52 2 N 6" — 90 —DEG BEND (MJ) CONC. BLKG. WB 86' 2" WATER SERVICE (POLY, SIDR7) WC INTERIOR FIRE SPINKLER DDCVA. 4' MIN. CLEAR AROUND RISER. FLOOR DRAIN PER SHT. P1.1. NOTE: INTERIOR FIRE SPRINKLER SYSTEM IS DESIGN /BUILD BY CONTRACTOR. SEPARATE CITY FIRE PERMIT REQ'D, INCLUDING A SUBMISSION OF A CUT SHEET OF WASH. ST. HEALTH DEPT. APPRV'D BACKFLOW ASS'Y AND HOW IT WILL BE MOUNTED TO THE WALL. WD FIRE DEPT. CONNECTION PER CITY REQ'TS. SEE DTL. 1/C4.2 1 6" VERT. BEND (FL) 1 — 6 "x4" REDUCER (FLxMJ) 106' — 4" DIP, CL.52 2 N 4" — 90 —DEG BEND (MJ) CONC. BLKG. WE 1" IRRIGATION DCVA (WASH. STATE APPRV'D ASS'Y) WILKINS 950XL OR APPR'D EQUAL EX. 8''W W — 1 Iw I SOUTH 144TH STREET 0 s L�] EX. FIRE G 1/4 OF SW 1/4 OF SEC. 15, TWP. 23N, RGE. 4W, W. 0 UTILITY NOTES X. CB IM ELEV. = 313. 20 6" GONG NW 310.77 E 12" CONC S 310.47 U1 NEW POWER TRANSFORMER (BY SCL) PAD AND CONDUITS BY DEVELOPERS CONTRACTOR. 1 N STEEL BOLLARD U2 EX. SCL VAULT V -881 (818 -8 —LA) TO REMAIN. ADJUST RIMS UP TO NEW GRADE SEE DTL. '1/C2.2 REGARDING PROPOSED RETAINING WALL ADJACENT TO EX. VAULT. U3 EX. SCL VAULT V -884 (712 —LA) TO REMAIN. ADJUST RIMS UP TO NEW GRADE SEE DTL. 2/C2.2 REGARDING PROPOSED RETAINING WALL ADJACENT TO EX. VAULT. U4 EX. 20' ESMT. TO SEATTLE CITY LIGHT U5 EX. UTILITY JUNCT. BOX, AJUST TO NEW GRADE U6 EX. UTILITY POLE 'A' & GUY WIRE TO BE REMOVED (BY SEATTLE CITY LIGHT) U7 3' MIN. CLEAR TO BACK OF WALL AND ANY PERMANENT SHORING U8 NEW GAS METER (BY PSE) U9 NEW GAS SERVICE. CONN. TO STUB ON 144TH STREET BY PSE. TRENCHING AND BACKFILL BY CONTRACTOR U10 EX. UTILITY POLE 'B' TO REMAIN PRIMARILY A TELE / CATV POLE. REMOVE OVERHEAD TELE / CATV WIRE TO SOUTH (BY QWEST / COMCAST). U11 NEW UTILITY POLE 'C' (BY SCL) STA 112 +51 CONTRACTOR TO PROVIDE UNDERGROUND POWER CONDUITS TO SCL VAULT V -884. BEGIN OVERHEAD POWER TO NORTH. U12 UNDERGROUND POWER CONDUITS BY CONTRACTOR (PER SCL REQ'TS) U13 EX. UNDERGROUND TELE / CATV CONDUITS U14 EX. OVERHEAD POWER /TELE /CATV TO REMAIN U15 NEW GUY WIRE FROM POLE 'C' TO POLE 'B' (BY SCL) U16 RELOCATE EX. STREET LIGHT TO STA 34+64.7, 27.5' LT NEW LIGHT BASE PER CITY DTL. RS -20 U17 CONN. TO EX. STREET LIGHTING JUNCTION BOX. NEW RIGID PVC,SCH.40 STREET LIGHTING CONDUIT WITH 2N #8 CONDUCTORS & 1- #8 GROUND. U18 NEW STREET LIGHT AT STA 111 +10, 24'RT PER CITY DTL. RS -20 ON SHT C4.1. TYPE 2 JUNCTION BOX PER WSDOT SIDS. LUMINAIRE= 250W MPS (M —C —III) 240V (G.E. MODEL #M400AZPOWR /DOOR) LAMP STYLE= COBRA HEAD MOUNT HT.= 35'; LUM. ARM LENGTH = 16' U19 NEW 20' LONG DOWN GUY WIRE U20 NEW 712 —CLX ELEC. VAULT U21 NEW PARKING LOT LIGHT (TYP) SEE ELEC. PLANS CONTRACTOR SHALL COORDINATE WITH THE POWER, GAS, TELEPHONE AND CABLE TV SERVICE PROVIDERS REGARDING APPLICABLE EXISTING SERVICE ABANDONMENT AND NEW SERVICE INSTALLATION. CONTRACTOR SHALL PROVIDE NECESSARY DEMOLITION, TRENCHING, BACKFILL AND RESTORATION UNLESS NOTED OTHERWISE. , GRAP 1 — SCALE 10 20 40 ( IN FEET ) 1 inch - 20 ft. vl., CITY OF TUKWILA, KIN CODE APRZOVED C OMP/ . ; FEB 2 7 �► ll�(Ifl L � f City T -� mir Ul «r VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923 -0590 EMAIL: pedro©terraformadesigngroup.com DEVELOPER TUKWILA HOLDINGS, LLC 22007 EAST LOST LAKE ROAD SNOHOMISH, WA 98296 CONTACT: DAVID THOMPSON PHONE: (206) 380 -7400 ARCHITECT DONAHOU DESIGN GROUP 2150 NORTH 107TH STREET, #501 SEATTLE, WA 98133 CONTACT: THOM KEYES PHONE: (206) 363 -1960 GOVERNING AGENCIES GRADING, DRAINAGE, ROADWAY CITY OF TUKWILA 6300 SOUTHCENTER BLVD., #100 TUKWILA, WA 98188 CONTACT: JOANNA SPENCER PHONE: (206) 431 -2440 ELECTRICAL SEATTLE CITY LIGHT CONTACT: LIMAN ZHUANG PHONE: (206) 615 -1001 GAS PUGET SOUND ENERGY (PILCHUCK CONTRACTORS) 6725 116TH AVE. NE #200 KIRKLAND, WA 98033 CONTACT: GUNNER ANDERSON PHONE: (253) 872 -9797, EXT. 218 WATER KING COUNTY WATER DISTRICT #125 3460 S. 148TH ST. #110 TUKWILA, WA 98168 CONTACT: MARK PARSONS PHONE: (206) 242 -9547 SEWER VAL VUE SEWER DISTRICT 3460 S. 148TH ST. #100 TUKWILA, WA 98168 CONTACT: DANA DICK PHONE: (206) 242 -3236 TELEPHONE QWEST 23315 66TH AVENUE SOUTH KENT, WA 98032 CONTACT: JIM CHRISTIAN PHONE (206) 345 -2968 BO G COUNTY, WA RECEIVED CITY OF TI JAN 2 5 2f"3 PENMI T CENTER TERRAFORMA 11 F DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office ©terraforrnadesigngroup.com 1 2 Waypeg)teeltAr STORE #10995 3716 6 SOU T 144T- STREET TU-<WILA, WASHINGTON ON 981 6 ry-�� 4J FOR: TU <WILA HOLDINGS, LLC. CONSULTANT PROJECT NO 2006 -36 DATE PROJECT TYPE DESCRIPTION DRAWINGS /SPECIFICATIONS BY: WALGREENS' a LANDLORD'S CONSULTANT \ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) PAD STORE BUILDING 1 NEW REMODELING ❑ RELOCATION ❑ OTHERS ❑ NEW EXISTING NEW SHELL ONLY . . 1 ■ ❑ CRITERIA CONSTRUCTION BULLETINS PAD RESUBMIT TO CITY TITLE 8/17/07 PAD CITY COMMENTS / BID SET 4 11 /20/0; PAD RE --BID SET CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS WAS NGTON A BY MY HAND AND SEAL. f} fit' Q ' 4 J � /G „ ti of As l 4, T �� 1� ``` , 35646 4 , � /ONAL C-NG\ vZ i EXPIRES 06/11/08 11/2 0/07 STORE NUMBER #10996 A PROJECT NAME A /' DRAWING TITLE • CIVIL DETAILS <Sc NOTES CADD PLOT: REVISIONS NO. DATE BY DESCRIPTION CONST \ 3/12/07 PAD PERMIT SUBMITTAL /WG. REVIEW 1 6/20/07 PAD WG, REVIEW RESUBMITTAL 2 7/6/07 PAD RESUBMIT TO CITY 3 8/17/07 PAD CITY COMMENTS / BID SET 4 11 /20/0; PAD RE --BID SET CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS WAS NGTON A BY MY HAND AND SEAL. f} fit' Q ' 4 J � /G „ ti of As l 4, T �� 1� ``` , 35646 4 , � /ONAL C-NG\ vZ i EXPIRES 06/11/08 11/2 0/07 STORE NUMBER #10996 A PROJECT NAME A 1 WALGRENS IN TU <WILA, WASHINGTON i DRAWING TITLE • CIVIL DETAILS <Sc NOTES CADD PLOT: SCALE: AS NOTED DRAWING NO 4 v 2 OF 7 DWGS. DRAWN BY: PAD VOID PLOT: DATE: 3/12/07 SUPERSEDES PLAN DATED: REVIEW BY: Pipe Size A (ft B (ft C (f D (ft E (ft ' 4.1 to a7 .-. 4 - 00.4•011 - 0,Mt0h " 010101 100 --- cv010110 n000 cv, DUCTILE IRON WATERMAIN CLASS 52 CORP. STOP CC BY FLARE, MUELLER "CC" H- 15000. DIRECT TAP TO NEW OR EXISTING MAIN` 'ONLY IF EXISTING MAIN Is D.I. OTHERWISE USE SADDLE W/ CC THREAD An Enor""Irp E,MruCorwro Engineering Planning Surveying E0neuiting NOTES: VALVE BOX TO BE OLYMPIC FOUNDRY CR EQUAL 18" PACE M E pire<rin9 Sen"rw,!X -CVy Engineering Planning Surveying Cnneulting ANGLE METER STOP COPPER FLARE NUr x METER SWIVEL NUT MUELLER H-14255 i_(1111 IT 1 11. 11 _ I SANNU, CONCRETE METER BOX W/ HINGED TRAFFIC LID B -9h FOGTITE OR EQUAL rTi- TIT - IL PLOT DA IE 314' & 1" DOMESTIC SERVICE DETAIL PLOT DALE ORANn' _Too cr CHECKED 615 rrtCT AFPFOVCD IO /25/05 MAA I PCL 05 ADS PLOT SCALE AA E tltE NAME DA I AFH9'.ED�� IJ75 Pp5 351 DAD 5f i \ \ tl2 620 f 10 /25 /O5 PLO SCALE NTS 0' MAX. TYPE "K" COPPER TUBING 4" MIN. OVERLAP VALVE EXTENSION DETAIL CHANt1 FILE NAME AA z 01. 51 GN PC \P35 \95162 \ CAD \51C2UTe EARS TO BE ALIGNED WITH PIPE LINE L71ECKED OS /RD 2' SQUARE OPERATING NUT / f MINIM' APPROVED DATE APPROVED R/W SENSUS A U SEALED REGISTER METER (CUBIC FEET) TO BE SUPPLIED BY DEVELOPER r �Y -- 3/8" SE SCREW. 90' METER COUPLING METER SWIVEL NUTxE.I.P. IMUELLER H -14210 FINISH GRADE IJ�I -ill - 1 ji li 1 11 ,- PRIVATE SERVICE PIPE TD DETAIL No. 1 King County �' Water District No. 125 1/3 TOTAL LENGTH -1_ 4 1/4" DIA. 1/8" MIN. THICKNESS 1" SOLID METAL STOCK err 2 1/4" SQUARE INSIDE MEASUREMENT. 1 /B" MIN. THICKNESS VALVE OPERATING NUT EXTENSION 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE, 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. MAXIMUM DISTANCE BETWEEN OPERATING NUT OF EXTENSION AND FINISH GRADE TO DE 2 FEET. 4. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT. 1 STD. DETAIL No. 8 King County Water District No. 125 NOTE: 1.5' ANY DISTURBED ASPHALT EDGES WILL REQUIRE 1.5' MIN. WIDTH PATCH AND A 6" BASE OF fie" COMPACTED CRUSHED ROCK, 1.5' CLASS "B ASPHALT drorAlir Aggar__Asr `ce Imam. lem000mmaaa. 'o' laA ti =1 T 1�1 ill -111? 6" MIN. SAW CUT & SEAL EDGES W/ TWO COATS OF TAR 48" COMPACTED CRUSHED ROCK B5' /, COMPACTION TRENCH WALL NOTE: PATCHING IN THE CITY OF TUKWILA TO BE 1.5 TIMES THICKNESS OF EXISTING PAVEMENT UP TO A MAXIMUM 6" DEPTH SAW CUT & SEAL EDGES W/ TWO COATS GE TAR - PIT RUN GRAVEL PLACED IN 1' LIFTS AND COMPACTED TO 95W DENSITY WHERE REQ.() AND /OR AS DIRECTED BY THE ENGINEER OR THE CITY OF TUKWILA /SEATAC /KING COUNTY STD. DETAIL No. 15 An Erpl,:,u,ir9 Cex:"® Csm:a,rc Engineering Planning Surveying Cenaulting ASPHALT PATCH AND WATER TRENCH DETAIL PLOT OAIE 10/25/05 DRAWN MAA OESGN PCt CHECKED DOH /NUS PLOT SCALE FILE !AVE , NTS \P35\'951e2 \ CAD \0102D115 UDINCr Aft' DOSED DATE APPROVED King County Water District No. 125 Engineering neerin g g Planning Surveying eenealting BUND FLANGE CAPPED CROSS NOTES: BLIND FLANGE 90 BEND THRUST BLOCK - TABLE Min. Bearing Area Against Undisturbed Sail 1. BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 200 P51 PRESSURE AND SAFE SOIL BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT, 2. AREA MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONOI 'IONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNCER ALL CONOI TIONS QF SERVICE. 6 THRUST BLOCK IS CONSIDERED TO ACT AS A SPREAD FOOTING; THEREFORE HEIGHT OF BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 7. THE QUANTITY OF CONCRETE DEPENDS UPON THE DISTANCE OETWEEN THE PIPE AND THE UNDISTURBED SOIL, 8, PROVIDE RESTRAINED JOINT BENDS AND PIPE IN LIEN OF BLOCKS IF THERE ARE SPACE CONFLICTS OR OEARNG AREA HAS BEEN DISTURBED. +nEnji.f SionesmoaY PLOT DATE 10/25/05 PLOP SCALE NIS URA, FILE 14 AM MAA SIX PCL VS5 \95162 \CAD \5103OT5 \ N I - Plug A TEE W/ PLUG / TEE W/0 PLUG CAP 45' BEND 11 1/4' BEND HORIZONTAL THRUST BLOCKING DETAIL & TABLE cHECKEJ DRH/RDS 151HIC" APP90VE0 DA APPROVED BLIND FLANGE CR SMALLER SIZE PIPE C 22 1/2' BEND STD. DETAIL No. 5 %.9 Kin County � Y Water District No. 125 42" Min. 3' & Max, 50' MECHANICAL JOINT MAUI 2 MIN. 6" MAX v/ NOTES: fi Engineering Planning Surveying Centiuiting NOTES: Engineering Planning Surveying Consulting PROVIDE THRUST BLOCK UNDISTURBED SOIL CONCRETE THRUST BLOCK M Fn pin mire S,nime Culeniy CONC. BLOCKING DIM. 1'X173" 18" A. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 l/2" N.S.T. HOSE PCRTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT, AND SHALL HAVE A 1 1/4" PENTAGON OPEN - UFT OPERATING NUT, HYDRANTS SHALL HAVE A 6° M.J. BOTTOM CONNECTION AND 5 1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. B. WHERE NO CURB & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION 10 STREET CENTER UNE) CLOSE TO PROPERTY LINE. C. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF' TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE OR CITY OF SEATAC REQUIREMENTS. a 41/2" NST CITIES OF SEATAC AND TUKWILA 4Y4* SST KING COUNTY P'' -0' DAIS 10/25 /DS PLOT SCALE fILE PANE NTS f 11 i ll Irreir 1 1=11M 1 11 CAST IRON TAPPING TEE, FL - TO BE MUELLER MODEL 14-615, ROMAC SST OR EQUAL lo 0 0 1K H TI uu 1. ASSEMBLY TO BE PRE - TESTED BEFORE DRILLING. 2. 3 x 3' x 2" ASPHALT PAD REQUIRED IF VALVE BOX IS SET IN UNPAVED SURFACE. PLOT DATE 10/25/05 PLOT SCALE "TS 5" STORTL - 1/2 YD. PEA GRAVEL OR WASHED ROCK ( 3/8" TO 3 ") PROVIDE SHACKLE RODS OR MEGALUGS PER LOCAL JURISDICTION FIRE HYDRANT ASSEMBLY DETAIL TAPPING TEE AND VALVE DETAIL DRAWN MAA E NAVE FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF FARWEST PAINT, CASE YELLOW, 0-3472. HYDRANTS ARE TO EQUAL MUELLER #A 24015, OR MUELLER A-423. HYDRANTS A h YDR SHALL CONFORM TO A. W.W.A, SPECIFICATIONS C 502 -54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND UN OR STEM; SHALL E O LL HAVE A SELF-OILING 1 DRY BONNET I FACTORY I a0t WITT CTDRYFI RESERVOIR FILLED HOLDING APPROXIMATELY B OUNCES OF CIL, CIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. SIDEWALK PER TUKWILA• /SEATAC/ KING COUNTY STANDARDS CURB & GUTTER DE9CN PCL \P99 \95102 \CA0 \51S2D19 6" DIA. DUCTILE IRON PIPE CESKA WOL \P 35 \991$2 \CAD \5102073 1 CHECKED DDH /RDS 3' MIN. OR 3 TIMES DIA. OF THE TAP WHICHEVER IS GREATER CRECKEO DOH /R0 2 -3/4' ASPHALT COATED STEEL SHACKLE RODS. CIS"Fi1CT APPROPCD ' 574 - 1 - , PROVED DISTRICT APFRO CD GATE APPRDVCO FLANGE JOINT RESILIENT SEAT GATE VALVE, FL x MJ MUELLER OR EQUAL FINISHED PAVEMENT. SEE VALVE DCX DETAIL. 6 RESILIENT WEDGE GATE VALVE CAST IRON TEE (CEMENT LINED) -MJ XMJXFL SEE BLOCKING DETAIL UNDISTURBED SOIL 1 STD. DETAIL No. 3 King County Water District No. 125 1 STD. DETAIL No. 9 King County Water District No. 125 WATER NOTE(KING COUNTY WATER DISTRCT #1251 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALBE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY THE DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN, 5, CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WD #125 SPECIFICATIONS, AND CITY OF TUKWILA STANDARDS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10,A21.11, B16.2,B16.4 AND A21.53,WTH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT, ENGINEER AND CITY OF TUKWILA INSPECTOR MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, ORROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS, 13. 3/2 FOOT MINIMUM COVER OVER ALL WATERMAINS. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE CITY OF TUKWILA PUBLIC WORKS ENGINEER, 18. REFER TO WD #125 CONDITIONS AND STANDARDS, AND TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCKPILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TESTS REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -I 557. ALL OTHER AREAS TO BE 90% MAXIMIM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED A PART OF ALL PRESSURE AND PURITY TESTS, NO EXCEPTIONS, 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. RESTRAINED JOINT PIPE AND BENDS SHALL BE USED IN LIEU OF BLOCKS WHERE THERE ARE UTILITY PROXIMITY CONFLICTS OR WHERE BEARING SOIL HAS BEEN DISTURBED. 27. ALL BENDS INSTALLED AS PART OF CONNECTIONS TO EXISTING MAINS SHALL BE RESTRAINED WITH "MEGA -LUG" RETAINER GLANDS AND PROVIDED WITH THRUST BLOCKS, 28. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. NOTES: NEW SECTIONS OF WATER MAIN THAT ARE INSTALLED WHEN EXPANDING A DISTRIBUTION SYSTEM MUST BE SEPARATED FROM THE EXISTING SYSTEM. UNTIL SATISFACTORY FLUSHING, DISINFECTION AND BACTERIOLOGICAL SAMPLING HAS BEEN COMPLETED, THE NEW WATER MAIN MUST BE CONSIDERED CONTAMINATED. IN ADDITION, THE CHLORINE CONCENTRATION USED FOR DISINFECTION PROCEDURES (MINIMUM 25 mg /I) MAKES WATER NON- POTABLE. AN APPROVED BACKFLOW PREVENTION ASSEMBLY MUST BE USED ON THE SUPPLYING WATER LINE WHEN FILLING THE NEW WATER MAIN DURING DISINFECTION AND FLUSHING. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY MUST HYDROSTATIC r PIPING M T E REMOVED DURING Ht R TATI PRESSURE ''I � B E D Ov C .SURE TE5TIN,, OF THE NEW WATER MAIN. E E E AFTER Al'I FACT RY B ACTERI 0 A AMP RESULTS 7 S S 4 D CL GC L SAMPLE EDU T ARE OBTAINED FROM THE NEW WAT R MAIN, L S D O NE E N, SECTIONS OF CONNECTING PIPE MUST BE INSTALLED BETWEEN IT AND TIE EXISTING SYSTEM, BEFORE INSTALLATION, THE INTERIORS OF ALL PIPE AND FITTINGS USED TO MAKE THE CONNECTION MUST BE SWABBED CR SPRAYED WITH A 1D AVAILABLE CHLORINE SOLUTION. TEMPORARY TEST BLOCKING IC' MAX FYP. w irm i HYDRANT METER. RENT FROM DISTRICT APPROVED BACKFLOW PREVENTION ASSEMBLY, FEBCO MODEL 825Y, 2" OR APPROVED EQUAL ria , 2W SUPPLY HOSE LENGTH AS REQUIRED TEMPORARY CAP OR FLOC HYDRANT ON EXISTING WATER MAIN NEW HYDRA.PI T 1IU FLUSHING / DISCHARGE ALTERNATIVES NEW HYDRANT MAY BE USED FOR FLUSHING / DISCHARGE IF TES IS ---.- WITHIN 10' OF THE END OF PIPE NEW WATER MA ':N HYDRANT TEE TEMPORARY CAP OR PLUG TEMPORARY TEST BLOCKING STD, DETAIL No, 7 Engineering Planning Surveying Consulting PLOT CAR 10/25/05 PLOT SCALE cis WATER MAIN FILLING DETAIL ORAMI MAA ,LE NAME 00510" PCL V'95 \95102\cA \S igiu77 CHECKED 001//953 DI5TRIC r APPRDIEU DATE APPFOVEO King County U � Y Water District No. 125 KENNEDY VALVE Available In Sizes B C' D E See Page 6 for Dimensions owl 1111 owl 46'1° 3 " 6" Dia. 10 " 12 Dia. _ 30" SE 1/4 OF SW 1/4 OF SEC. 15, TWP. 23N, RGE, 4W, W.M., CITY OF TUKWILA, KID POST INDICATOR VALVE SCALE: N.T.S. 1 / / - 1 1 /4" Sq. Trench LEJJ Depth Top Section Telescoping Barrel Ground Line 6" O THREADED ELBOW DOWN, 30 -DEG OR 45 -DEG UL LISTED 5" --/ STORZ CONNECTION PROPOSED GRADE III •III III 111 Sq. Stem INDICATOR POST STYLE 2946 A TELESCOPING BARREL ULIIiFM DIMENSIONS AND INSTRUCTIONS FIELD ADJUSTMENT INSTRUCTIONS 1, Remove the top section from the top of the Indicator' Post assembly. 2, Loosen the telescoping barrel screws and adjust barrel to the ground line. 3, Cut the 1" Sq, stem at a distance of 9" above the top of the barrel end, 4. Set the "OPEN" and "SHUT" targets for the appropriate valve size. 5, Reattach the top section to the top of the Indicator post assembly. 6" 90 j f THREADED ELBOW 6" DUCTILE IRON, CL.52 II III - III FIRE DEPT. CONNECTION SCALE: N.T.S. max. v. 10" min.= 7" G COUNTY, WA III RECEIVED CFI Y OF Ti, 4i'TA11 LA JAN 25 ? "3 REHMI_I CENTER .a TERFoRMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office @terraformadesigngroup,com