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Home My WebLink AboutPermit 5455 - Shamrock Center - Grade and Fill4 - CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - isr0 BUILDING PERMIT PERMIT # Control # 88-305 Work to be done Grading /Fill (3,000 c.u) Site Address 4550 -4650 S 134 P1 Suite # Tenant Shamrock Center Building Use Warehouse Shell (Future) Assessors Account # 261660- 0030 - 0040 - 0045 - 0035 -0006 Property Owner Ed O'Sullivan Phone # 2$3 -3030 Address 1200 Westlake Ave. N.. Seattle, WA Zip 98109 Contractor O'Sullivan Construction #OSULLI224. Phone # 283 -8386 Address Al : - / Zip AV , 1 . - FOR BUILDING PERMIT ONLY S Ft. q • Office ce Storage/ Warehouse Retail Other Occ. Load 1st F1. -2nd F1. 3rd F1. otal Fire Protection: [] Sprinklers [] Detectors Zoning Type of Construction Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL 1st Fl. $ 2nd Fl. $ other $ other $ Construction $ 6.000 Receipt # $ 135.00 Receipt # („ 0— c{ $ 30.00 Receipt # $ Receipt # $ Receipt # $ Receipt # $ $ 165.00 Special Conditions Hauling permit required from Public Works prior to any hauling work FUR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary [] Single Face ❑ Double Face ❑ Wall Mounted [] Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions TH15 PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING TYPFnOF WOR WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOL Ai OR COX TH PRO i SIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date for ' 2-<0 -7 Signe I hereby affirm that Contractor (signature nder .1ovis LICENSED CONTRACTORS DECLARATION s of the Business and Professions Code, and my license is In full force and effect. Date la r io '-fig OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project, Owner (signature) Date_ • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ' BUILDING PERMIT PERMIT # Control # 88-305 Work to be done Grading /Fill (3,000 c.u) Site Address 4550 -4650 S 134 P1 Suite # Tenant Shamrock Center Building Use Warehouse Shell (Future) Assessors Account # Property Owner Ed O'Sullivan Address 1200 Westlake Ave. N.- Seattle, WA Zip 98109 Contractor O'Sullivan Construction #0SULLI224. Phone # 283 -8386 Address 1401 Westlake Ave. N.. Seattle, W Zip 98109 FOR BUILDING PERMIT ONLY Ao_C1rovid- for iS4uanrP Sq. Ft. q • Office Storage/ Warehouse , Retail Other Occ. Load 1st F1. Znd F1. 3rd F1. Total _ Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction ❑atP• /C- - -12 Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 6,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 4e.)5-.j $ 135.00 Receipt # . - j $ Receipt # $ Receipt # $ Receipt # $ Receipt #t $ 30.00 $ 165.00 Special Conditions Hauling permit required from Public Works prior to any hauling work 1 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary 0 Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANO VU10 IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDUN[O FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNUW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES OFTHE,1 WILL BE COMPLIED ANY OTHER WHETHER SPECIFIED HEREIN AW NOT. REGULATINGGRANTING CONSTRUCTI N PERMIT OR DOES THE NOT PERFORMANCE TU OF GIVE CONSTRUCTION. DateJO' LICENSED CONTRACTORS DECLARATION ovis ns of the Business and Professions Code, and my license is in full force and effect. Date 1 HEREBY CERTIFY GOVERNING T VIOL Signe I hereby affirm that Contractor (signature ( ) 1, as owner OWNER- BUILDER DECLARATION of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building D4vision 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD • PERMIT # Date y-- 2,5 —90 Type of Inspection (;,- z,.cfc - ,''i=f Date Wanted %--2-c o a.m. Site Address �1�5cD �f� j'D Cho /,'3�/'`L• .�G . ProjecL5h.�•1,ssf� 4 2,s. Requestor • Phone # Special Instructions Inspection Results /Comments Inspector Date ( -"'2- - --- (- CITY,OF TUKWILA Building Division 6200'Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection�''/Jd /.� t -22_ 4 Si to Address / 9 '4 r swpi Project iS�fy!/d'GJS , ra/ Requestor_/btk. 5/YAW / i g./ dlo/`` )=%>✓Y f i$e Phone # NAl — 0P)Cf2444/ INSPECTION RECORD PERMIT # Date /a - /PI • Date Wanted / -4;2.-007 p.m. Special Instructions , /01/ , /7/4. r td -5 Gej•rscd /^� � ,/� r��c> ;,� /24ke.„ J� 4/ % G// Jf / /jai.: /51/195,,, CeArt/ r '•, �J!// y o Inspection Results /Comments: Inspector /614.i 1f4)0/ 4/ Date /—/. Quality Since 1925 Office & Factory 4522 So, 133rd Tukwila, Wa 98168 Phone (206) 244.8844 �iaaf:JUt63(u.:4'%��i'.ru G+,Gi�iSfi:SttkMitrarsa. CITY OF TUKWILA Building Division. 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI{ N RECORD PERMIT # 1771-/-0 Date /2-- 2, -dZI) Type of Inspection C 0 As4,4),it/ Date Wanted / .2- 3e.► --(RP Site Address / 3 3 -- .-/7 p.m Project S»'9ivJ)2'of 2 fr Requestor Phone # Special Instructions Inspection Results/ Comments: 57 y,o u/r, -K %dy /"- ,%)). et/ /�, h / /Yi i1 .,C /,,WX dvtJ 9] 1/-4 .41,E : / ,"' Inspector Ti/m1 Arfrei " Date 4.1 - 4) C PAC=IC DESIGN ASSOCIATES ep 5/65 4039 21st Avenue West, Suite 102 Seattle, Washington 98199 (206) 284 -0479 - FAX (206) 286 -8416 October 24, 1988 Mr. Vernon Umetsu, Associate Planner City of Tukwila, Planning Department 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Shamrock Center Grading and Fill Permit PDA # 8- 847 -01 -03 Dear Vern: Pursuant to our telecon of October 20, 1988, our geotechnical engineers, John Sadler of Cascade Geotechnical, has reviewed our grading and fill plans by Barghausen Engineers dated October 10, 1988. The following are John Sadler's comments: 1. The plans are acceptable as drawn. 2. Heavy machinery should not be used for compaction within 20 feet of the existing Far West Paint building. A suggested compaction machinery is a tow - behind vibratory roller or any lightweight machinery. 3. Lightweight fill material such as fine grade sand should be used adjacent to the Far West Paint building. 4. It should be noted that driven pilings are not recommended as per the soils report. 5. The geotechnical engineers for the Far West Paint building, coincidently, was Cascade Geotechnical. The preload for the Far West Paint building as reported by Cascade, extended 10' from the face of the building and the fill extends an additional 10' into our property. Mr. Vernon Umetsu. October ' 24, 1988 page 2 On behalf of the developer, we agree to have final paving installed within six months of the completion of the building. The date of completion is to be determined by the Certificate of Occupancy of the building shell. We also agree to have a geotechnical engineer on site to inspect and approve the . installation of the auger -cast piles as noted in the structural notes. Cascade Geotechnical will send a letter as a follow -up to confirm their recommendations. Please contact me if .there are any questions. Respectfully, Y. Ken K. Chin, A.I.A. Director of Architecture PACIFIC DESIGN ASSOCIATES YKC:vas cc: John Sadler Ed O'Sullivan • —C� MCrfl 13 22 C:�1C -:C iIiE TE :T CASCADE GEOTECHNICAL A DIVISION OF CASCADE TE511NG LABORATORY, INC. 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 KIRKIAND: (206) 821.5080 SEATT11: (206) 525.6700 October 21, 1988 Job No 886 -26G Pacific Design Associates 4039 21st Avenue West, Suite 102 Seattle, Washington 98199 Attention: Ken Chin 1 . 02 00 2 4 lgaa, PRELIMINARY Reference: Shamrock Center 47th Avenue S. @ S. 134th Street Tukwila, Washington Dear Mr. Chin: As requested, we have reviewed the Grading and Stoma Drainage Plan for the above referenced site by 8arghatsen Consulting Engineers, Inc., dated September 2, 1988. Based on our telephone conversation with you and our review of the grading plan, we understand that site grades are planned on being raised, approximately two (2) feet in the area of Building A. As stated in our soil report for the site dated July 11, 1988, we recommend 'against pre- loading on the site, specifically in the area of Building A because of the proximity of the neighboring Far West Paints building to the north. The northwest side of Building A lies in an area that has been affected by the pre - loading of the Far West Paints building, We feel that the relatively small amount of fill proposed for Building A should have little or no impact on the Far West Paints building if the following recommendations are strictly followed. We recommend that any fill placed within twenty (20) feet of the northwest property boundary consist of a relatively light density soil such as a clean fine grained sand. We understand that all building and floor loads at•the site will be supported by a deep foundation. With this being the case, compacting the fill soil in the building areas is not necessary or recommended. We recommend that we be engaged to view and test any soils proposed for use ai fill and observe the placement of the fill. We trust that this information meets your needs. Should you have any questions, feel free to contact us at any time. Sincerely, CASCADE GEOTECHNICAL George E. Lamb, P.B. Principal Engineer JCS :lal, PRELIMINARY John C. Sadler Engineering Geologist f' PACrIC DESIGN ASSOCIATES 4039 21st Avenue West, Suite 102 Seattle, Washington 98199 (206) 284 -0479 - FAX (206) 286 -8416 October 24, 1988 Mr. Vernon Umetsu, Associate Planner City of Tukwila, Planning Department 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Shamrock Center Grading and Fill Permit PDA # 8- 847 -01 -03 Dear Vern: In reference to our telephone conversation this morning we agree, on behalf of the developer, to abide with the recommend- ation of Cascade Geotechnical concerning this project. This includes, but is not limited to, the required testing of any soil to be used as fill and the review as required for the placement of the fill. I hope this will meet your requirements. Please contact me if you have any further questions or concerns. Thank you for your time. Sincerely, Greg R. Brant Managing Architect PACIFIC DESIGN ASSOCIATES GRB:vas City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 October 21, 1988 Ken Chin Pacific Design Associates 4039 21st Avenue West Suite 102 Seattle, WA 98199 RE: Shamrock Center Dear Ken, This letter is to confirm our telephone conversation yesterday. You have agreed to submit the following in order to complete Planning Department review of the proposed grading permit. 1. Have the Geotechnical report revised to specify actions to be taken to minimize settlement, estimate the amount of expected settlement, and approve the proposed grading plan. 2. Write a letter to the Planning Director agreeing to implement all recommendations contained in the Geotechnical report. 3. Specify when final surfacing of all paved areas will be completed and what temporary measures will be taken if necessary during a settlement period. The Planning Director will review this information to determine if the proposed project satisfies all City requirements. Please contact me immediately if I have misunderstood anything. Sincerely, en ftaisu, ssocia£� Planner O(4.g18 8 p o Y ' S S v C PG- z,41 -r c J7'b eJ/Z I TTY A (J Tr`{o2 FR. vat M 6-", PR ov(E) 77f <5 C 6 ? Tex . fe f c ( lf%%s THE FOLLOWING ZOMMEN1GPPLY TO AND EECOME PART THE APPROVED PLANS UNDER TUKWILA BUILDING PEPMIT NUMBER sr'(S5-. 1. No change will be made to plans unless approved by Architect and Tukwila Building Department. 2. All permit; to be posted at Job site prior to start aF any construction.. 3, Eubgrade preparation including drainage, excavation, compaction, and fill 'requirements shall conform .strictly with recommendations given . in the soils report .or as directed:by the's`oi1.s engineer. 4« In'additionl, grading and fill shall be:accamplished. in accordance with recommendations from Cascade Geotechnical Has described in.attach.ed Letters. TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM 10 -17- 1. I COLO k< Qi,,t CIA;t„ ZS Co Co /J.*: /' ,.AL J i 1.-A -' I CIA ` O1 J4 I& Loaf) C0112- 04- Gun-c3AAAAA- (10 /T2.MEMO) IMPORTANT MESSAGE FOR C 4 DATE i TIM A.M. P M . WHILE YOU WERE OUT M OF PHONE NO .2- q,, 'C // 4 TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH MESSAGE RETURNED YOUR CALL °Y/^/ �v oyi l A f6c) SIGNED 0 ASSOCIATED L14A2334 IMPORTANT MESSAGE FORS -Jei A.M. DATE /z) - (, - V t TIME . ' ' N-43 P M WHILE YOU WERE OUT M 4-e iit ( --: - OF PHONE NO. -2 76 ii) T `f , 4 TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL MESSAGE , SIGNED VII ASSOCIATED L142334 I MM110,N USA City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: ei(L-e FROM: DATE: /062-788 SUBJECT: 5 //iq/(44 7 c c o cvc3 -r) 'e M Y cJnr Dc-22 S- -4 v i/Nt G 7'trfit T r?'(( e ,4,z =r;tigiz Uivk SO L. v et) — c AA( T 6WV /kG ,iM 7-4 C_ /ss OA( tt.4 C(Th( re +- A sc7A Der i— ,nf/17,,,.f eS '0 4 PO1?l.i C c,Jo K K S gerSoc i/63 Tffel e' (SS Qe S • n uG 13c. is S u ETA th MI PLOISC- ADvIse" -t6 /pi et. r)ivice - c C S,GnIrFrcAKT Issues Ayes £e'sot. -V6 b. c`'ThC NS TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM lqAttAtil 10-S -SPA air -- eited 4tY2R- iii?kittut (10 /T2.MEMO) ORDINANCE COMPciANCE - PLAN CHECK NCce ES PROJECT: 6 A )gt,i ci-litl ZISCo -Vkl(4=. OCCUPANCY GROUP TYPE OF CONSTRUCTION eC. LOCATION ON PROPERTY_ gv4. BLDG.HT./#OF STORIES ?15. FLOOR AREA &76-. OCCUPANT LOAD LA , Sheet I of 1 Date:01-21-S0 *Sec3- 30E DETAILED REQUIREMENTS 1(7. OCCUPANCY TYPE IF CONSTRUCTION (13<. EXITING N•Comirill3 — 14142174L Fill, NI.A • M. ■Cil<0-. CODE F1EGS. LS.-g.C. A??E.t4DI)( GI-kWER Z _. (----31:2T7044.- "glaINc -r-Nis rEemir) e<1. ENGINEERING REGS.& REQMTS.114/4.-V)13C- li tAc, r";------ gie. czoerxi(1 .,?Ft9t2f; -, 0^•7 Az,""grA)0•4D 12. COMPLIANCE W/ W.S.E.C.. ®<3. COMPLIANCE W/ CHAPTER 51-10 W.A.C. N.A. PACIF C; DESIGN ASSOCIATES 4039 21st Avenue West, Suite 102 . Seattle, Washington 98199 (206) 284 -0479 - FAX (206) 286 -8416 September 22, 1988 Mr. Jack Pace, Senior Planner 'Tukwila Planning 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Amendment to SEPA Review * EPIC 25 -88 Shamrock Center Fill & Grade Permit PDA ,'k 8- 847 -01 -03 Dear Jack: We are submitting an amendment to the SEPA Review Checklist referenced above, for a separate fill & grade permit to be issued prior to the building permit. The amount of fill for Shamrock Center will be 3000 cubic yard. Fill sources will be from the adjacent McLees property. Any additional remaining fill will be from the D.O.T. Tunnel project. All reasonable measures will be implimented to minimize impacts to the enviornment. Any required permits will be obtained for the performance of the grading and fill. Temporary erosion and sedimentation control shall be as shown in the drawing; sheet C -3 of 3. Ple•se cont.ct me at 286 -8416 if there are any questions. ., Y. Ken Chin, A.I.A.. Di ector of Architecture PA IFIC DESIGN ASSOCIATES. YKC:vmp RECEIVED CITY OF TUKWn.lt SEP 2 2 1988 aulum • Vii'', 111.. PACIFIC DESIGN AS "IATES 4039 21st AVENUE WEST, ..:102 • .... SEATTLE, WASHINGTON 98199 TO CXDi i<st.m_44. vU cIAuw_i P'T. LLBu LEF(T) F TRANSMITTAL DATE GI - 2.1. -8e, ,,oe NO. 8 „may, 4,1 G ATTENTION ^ • C r �J I q -2z -2e " ?.a Jwa- f ._wt_ IAA ri. s �lJ 4 11 �- �F1 �. 1-.- .l•1 JJ.I., • �1ij- • ,■Is R. -r WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via ❑ Shop drawings (t- Prints ❑ Plan ❑ Samples �., Specifications ['Copy of letter ❑ Change order ❑ COPES DAT! DEECTI FTION I q -2z -2e L tteA- r- was • - Jwa- f ._wt_ 2, .e, Ca t Draw _ fk s) l_ . V j---Lr JJ.I., • �1ij- • ,■Is R. -r THESE ARE TRNSMITTED as checked below: 0/For approval ❑ For your use ❑ As requested ❑ For review and comment 0 ❑ Approved as submitted 0 Resubmit___copiee for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints REMARKS: REC OF COPY TO: SIGNED :. 1/ enelnium; ant nnl as tinted, kindly notify us al once. 1 • I -. CITY of TUKWILA GRADING /FILL /EXCAVATION 1.2.tt Buildng Division 6200 outhcenter Boulevard y Tukwila, Washington 98188 �, (206)-433 -1849 PERMIT APPLICATION CONTROL# '3 -3p$' y5SO -4/b50 .s /31/ la Site Address - Suite# Floor# Project Name /Tenant Shamrock Center 261660- 0030 -0040- Valuation of Grading $6,000.00 Assessors Account# 0045 -0035 -0005 Property Owner Ed O' Sullivan Phone 283 -3030 Address 1200 Westlake Avenue N, Seattle, WA Zip 98109 Appl i cant Ed O'Sullivan Phone Address see above Zip Architect /Engineer Pacific Design Assoc . /Barghasen Engr .Phone 286 - 8416/251 -6222 Address 4039 21st Avenue West #102 Seattle, WA Zip 98199 Contractor O'Sullivan Constructiorticense# 051ALLI,2 -I,J k Phone 283 -8386 Address 1401 West Nickerson Avenue, Seattle, WA Zip 98199 Hauling Co. Phone Address Zip Describe the purpose and extent of fill, excavation or grading site preparation for construction of Shamrock Center Cut (c.u.) Fill (c.u.) 3,0oe Two (2) sets of grading /fill /excavation plans must be submitted which meet the application requirements of Section 7006(d), 1985 Uniform Building Code. A soils engineering report and engineering geology report may also be required. An Environmental Checklist is required to be submitted ($100.00 Fee) to the Planning Depart- ment for any grading /fill %excavation 500 cubic yards or more., A Hauling permit is required for any grading /fill /excavation of cubic yards or more. A $2,000 bond, certificate of insurance, route map, and permit fee of $25.00 are required. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINE' THIS ,PPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S 'UT O'tZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) 1'.' % Date q- 2 2 -ate (print name) `', keil K. U444 Contact Person (please print) Y, k:evl, k-. C.14 4 Phone 2'(c' 4 V.p OFFICE USE ONLY FEES: Grading Permit Fee (000/322.100) $ 13500 Receipt# t 05e( Date Paid Zo .. Plan Check Fee (000/345.830) 0,00 Receipt# Date Paid Other ( ) Receipt# Date Paid TOTAL 5 00 (OWES: $ i&,5: O .4)--- ) __ Excavation Ordinance #1341: Ij Bond Required: $ Cert. of Ins. Amount $ T6EPTINGDATE IN DATE OUT COMMENT", BLDG 7 -26 -e Approved for Issuance •, .,8 // PLNG C Q��• �1 Approved (Initials)b-}�; ,, SEPA Checklist required: es [] No SEPA Dete'4mi`nat to n„.1) N S SEPA File #arts= t + --6e3 Approved (Initials) ! ->� /-y 7 0S' 'J Q l-, `' PWD _8 1-368 to( � ((.a-,. Hauling Permit Requi -ow , Yes • No t if r , -, vir"'t" . 1151 85 ''1 :.� s i Y :36T • ;5. ,,:Nt;• T,. �I 1E s;l. _, . 7,.,,r, ...... _,...,..t,. ...:.,;:•• .1.: _II, {��4 ;iii A �: xl >v�3i ST • +w� I i ue. ," - 7 1. n ," 35T ST =�51�7• F-Ts i:711101,.7, "' ~ -111 STS, �4 - r: -- sr,..,, ;1_,:;1; -: ,. 44 EXIST. 3 LF 6" CONC. PPE @ 2.0 %, PLUGGED END I.E. = 3.63 UNPLUG EXIST. STUB _& CONNECT W135 LF 6" CONC, PIPE @ 2.0% MIN. EX. C._13- RIM = 14.E I.E. w 10.82 (15" FR SE) I.E. = 10.77 (24" TO NW) EX. 24" CMp EX. 8" SS EX. 10' C.J.P. WATER MAIN EX. 24" CI U EX. FH VICINITY MAP NOOTE TO SCALE EX1S7 ls' - _CMP__. it TO BE C @ P(I_ AND PLUUT GGED ii .. ." a.,,v,o ...,,,,... N 49143'00" W D0CK1g14H RE1t4P DOWN GRADING &STORM DRAINAGE PLAN 0 10 N w; O' 0 ct- ° . • . • STATE HIGHWAY No. 5 .19.00. 'PROPOSED GRAVEL• SURFACED: . _EQUIrMENT; STORA €E ro• ¢� 37 '7I6' - °�- •` ..rte .. _... • • ' .1.8.75Y/ \ /e, N17.55( DOCK HIGH RAMP DOWN 15.33, 5.0%. 5' CB #4, TYPE 1 LOCATE AS SHOWN RIM = 14.83 K.E. = 12.88 5.0% 0 -.. 42-LF 12" ADV 1 Q) 50% I .00% 18.40 HP __CB #k3,_TYPE I RiM = 15.1? - -- I.E. = 13.17 15.;3 C13 #5, TYPE I LOCATE AS SHOWN RIM = 16.63 \'V' 1.0% LE. =12.63 ,096 17.30; 1750 �►y'g 17.30, P. +' 17.60 HP /18.30 44. 18.3 18.00 HP SURFACE CLEAN OUT RIM = 18.50 ''S LE. = 4.33 a(‘' 25 LF 12N ADS' C: ti qo.5y 17.30 CB #2,TYPE 1 RIM =16.90 LE. =13.95 Building "B" pr ■ aF■ '' 19.0 CB #7 LOCATE AS SHOWN R1M = 17,20 LE. = 1377'4-, INSTALL ~' -� -- I 1 -8" 90° ELBOW `-- •--- -. rah SPRINKLER •-•`. RISER MJ +e''• 1 17.55 D.S ••I .. I I1 / 1 1/ h°•�SURFACE CLEAN OUP•,. RIM = 18.E INSTALL' I-8' 90° E:L-80W,tvg CONC. BLOCKING SPRINKLER RISER 17.80 BUILDING SETBACK/ INE - t5" "STREET`1."ANOSC'APi +\ to /0 ;4 cb2/ c)0 \ \ •, k\.tois) PROPOSED �E:OUFPMENT '.9 4N 1 9LFI2 " ADS (0 /9 3 L 8 DJ. D.S. \L8.25 19.00 0 CKERY TOP �E15 BOTTOM = 18.0 \�7 `aid ��a�` `� r',9 \ s` \ N 'A\ \\ fir: '•� �. • RAVEL. SUR ED }•OF' GE. ! oi, / 1• \ ;.. • CKE + TOP = - BOTTOM t \\ i 0 23.0 3'1 SLOPE RRY TOP 23.0 BOTTOM = 20 • �O ..:aa 18.6 lbw D.S .w 1 f 6 NS��U7 /C•NNE TIO 4' 2.0% MI . (T (P.) / uj Uln ` 'z " 1 8 <F. 910 7 III �''1 I X0 TE BLOCKING 11 1 I Ia 90 ELBOW, MJ NCRE l CB #9_, TYPE II -54" 1 4UR( =IAC� C EA 1 WISOLID LID 1M 16450 ILOCATE AS SHOWN 16 7 RIM = 19.36 ILE. = 12.86 / I 4, SPRINKLER +A I \ISER ��0a bo LP 6 '70LF ; "s r. - �.`'/r'' AV _ iii .•�/./r' % • 1 .; 206 LE 48 CM DETENTION PIPE @ 0.50' 127 L F r8 --- - \ N 49° 43.00 W 37 LE 'S 8 D.i. X51. _�. SS 15' DEbICATE R.O.W, LINE (EXISTING)=---- 134th s MB • • I.E. 2.92 (8' NW & SE) I.E. = 3.57 (6" NE & SW) EX. CB -15,1-;73:73 I.E. = 11.68 (15" FR. S I.E. = 11.68 (15' TO NW ADJUST RIM TO NEW PAVEMENT GRADE = 17.30 W) )' INSTALL' CB #6, TYPE I � I -I 0 "x8" TAPPING TEE,FL LOCATE. AS SHOWN 1 -8" GATE VALVE, FLxMJ RIM = 16.60 I.E. = 11.91 EX.P.P. ht..4O° 7101\ E 15.009 ' fi [0' DRIVEWA vg- 30' DRIVEYIAY LX A�13CP - -w EX. 18" CMP ZjLE. = 11.73 / EX. 24" t" ` :222L�F'�172 "ADS \ ' @ c,JV /G EX. 10" C.J.P. WATE I.E. =13.03 42 LF ,t4 8` D.I. a EX. 8' SS MAIN w ..E. =13.30 EX. UfG ELEC. VAULT - FACTORY WELDED TEE I.E. = 1 3.49 \ CB #8, TYPE II-54" W /SOLID LOCKING LID FLOW RESTRICTORIOIL POLLUTION CONTROL DEVICE LOCATE AS SHOWN RiM = 18.37 I.E. = 11.79 0.F. = 16.17 NOTE: SPRINKLER DESIGNER SHALL DETERMINE ACTUAL SIZE OF DOUBLE CHECK VALVE AND NOTIFY ENGINEER IF SIZE AS SHOWN ON THIS PLAN NEEDS TO BE REVISED. EX. FH r STREET LaJ 1 EX. 24' CP -EX. GUARD POSTS REMOVE EXIST. B.F. 3LE10 "D.1. 1 -I 0x8" 90° ELBOW, MJ CONCRETE BLOCKING " 30' OFFIVEWAY a IN. 1 t1277 WATER_ ER Ill & SERVICE RE9'D.15' '.O.W. DEDICAIION k it CIS J LEGAL DESCRIPTION PARCEL 1: Parcel "A" of City of Tukwila Short Plat No. 80 -13 -SS as recorded under Auditor's File No. 8009030472 records of King County, WA. PARCEL 2: Lot 1 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File No. 8204280545 records of King County, WA. PARCEL 3: Lot 2 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File No, 820428545 records of King County, WA. PARCEL 4: rarcel "B" of City of Tukwila Boundary Line Adjustrnent No. 84- 35 -I3LA as recorded under Auditor's File No. 8501240853 records of King County, WA. PARCEL 5: Lot 2 of City of Tukwila Short Plat No. 87 -4 -SS as recorded under Auditor's File No. 8804270766 records of King County, WA. SURVEY DATA A BOUNDARY SURVEY INFORMATION OBTAINED FROM ' JOHN R. EWING & ASSOCIATES TOPOGRAPHIC INFORMATION PROVIDED BY DEVELOPER fin 4 RQI'xF,RY O 822.5 BOT1 PM 19 • N 1 OUT 0A 20.50 N I.E. 14.78 SOIJ T OD In. p•SIMMillar • • '_PRY WAY Li • CONSTRUCT MAX. 4' HIGH ROCKERY AS REQUIRED ALONG EDGE OF DRIVE • NOTE: ALL DOWNSPOUTS & FOOTING DRAINS SHALL BE TIGHTLINED TO STORM DRAINAGE SYSTEM. j I EX. SS MH LE, = 4.56 (8' NW & SE) LE, = 4.97 (6' NE) 1DETEcIOR CHECK VALVE PER CITY STOS. (SEE DETAIL) 2 PLACE EXIST. 15 LF 6" CONC. PIPE 2.0% LUGGED UNPLUG EXIST. STUB & CONNECT W130 LF NEW 6" CONC. PIPE @ 2.0% MIN. • -„INSTALL, 1 -8" 90° ELBOW, MJ CONCRETE BLOCKING INSTALL' 1 -8" TEE, MJ CONCRETE BLOCKING 9 0 --- SS 7,=_A 20.50 • • • CITY @r4.1iKWILA OCT/Z 19 IX co Fee za id I 0 caz ;t7s co EXISTING STORM DRAINAGE PROPOSED ROCKERY PROPOSED CONTOURS EXISTING CONTOURS PROPOSED GRAVE1 ASPHALT PAVING FLOW DIRECTION EXISTING' SANITARY SEWER PROPOSED DETENTION PIPE EXISTING WATER PROPOSED SPOT ELEVATION cm OF TIACIMIA SEP 22 1988 wheetwart I1 III 111111I III 1I1I111II z43ea'•ka�.�sa f. to O1,.. Q1. ;., IIil11011,HIWjWi Ijli'I!!!illlii ,lly liriAn� i'-'�`"'�'�'ef'�_�.:�{SG•s.> ..f.N n%', t�.. � . : Y �t ,''x33f+�'Kpuetf'' ,3 1�`wa�1s I(I IIIIiII1!I III i 1 111' 'III �� 1, , I I , . l . I 1, 111 1 1 1 % 1 1.1 1111!1( 111111111111111111: 11111 1111I1111111j1111111I1111Ili !1�1111i11111111�11111�11111.1T i 2 5 6 7 8 9 in 9e ce 1 notice, it is sue to the ouelity of the oririnel document. NOT":: If the microfilmed document is less clear then this LG () G Eel el LL 9t SL hl it �L LL 1. 6 �0 /. ,l, .I., . 1.,.. I,... 1.,. .!....I..,.f....I....!...I...I. I I I !J I III Ili�liiiili1111iIIilII1► 111► ill!! IIi11iIlIl1lIII1' Illi! ii�lll !II!iiil!lili!!III!il1!lii!!!II c, 7 t; 6 L v: w 0 I i I 1 Ili;i1H11ill,•l,l•HI Hilhill 1111111i!Iiilllii.illliiild AL'AL.13;sliVi2Ykl.t 145105 1 STORM DRAINAGE NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES Or CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR' S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR' S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY RE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. 52 MITI{ APWA TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND GRATE. 6. ALL REQUIRED STORMWATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED AND I:; OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7 THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6 "), MAXIMUM DEPTH EIGHT INCHES (8 "), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX INCHES (6') IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. 8. ALL STORM DRAINPIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C -14 -2 OR ASTM C -76 -ii OR 16 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302G2. STEEL PIPE SHALL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SIX INCHES (6 ") ABOVE PIPE). TRENCH WIDT}I SHALL BE 40 INCHES MAXIMUM OR 1 1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 ") LAYERS COMPACTED TO 95% MAXIMUM DENSITY. 10. EXTRUDED CURB SHALL BE BONDED TO AGENT SUITABLE FOR THAT PURPOSE. 11. IN ALL AREAS, OTHER THAN ROADS, OF SOD, ETC., THOSE AREAS SHALL PREVENTION OF ON -SITE EROSION. THE ASPHALT SURFACE WITH AS EPDXY BONDED PLACE 18 INCH, #E4 REBAR AT 8'-0" O.C. WHERE CONSTRUCTION REQUIRES THE REMOVAL BE HYDRO- SEEDED WITH RYE GRASS FOR THE 12. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE S1-EC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIFsi.DING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S) , OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE ROUND, SOLID - LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE STORM DRAINAGE SYSTEM. 18, ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 19. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION- RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS REIATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 21. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWNON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 22. IT SHALL' BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLICABLE. SPECIFICATIONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. WATER NS?TES: All water lines shall he constructed in accordance with the City of Tukwila Standard Specifications. 2. Minimum cover for water mains shall be three feet. 3. All water lines shall be cement- lined, ductile. iron, Class 52. t All fittings shall be cast iron or ductile, with flanged or mechanical joint connection, and be of the same thickness class as the pipe used. 5. All water line, service lines, and fire lines shall be tested in accordance with the City of Tukwila Standards. 6. fire hydrants sha'.I be constructed per Standard Detail W -3. :Vet tap to existing water main shall be coordinated with City at least 48 hours prior to construction. All water meters and service Tines shall be installed per City of Tukwila Standards and Specifications. All pipe fittings and •alves to be listed and labeled by V.L. for fire service; installed, tested and flushed as specified by NEPA Standards No. 13 and No. 24. Property completed contractor's material and test certificates are to be provided to Washington surveying and rating bureau and the City of Tukwila. SANITARY SEWER NOTES: 1. All sanitary sewer construction shall be in accordance with the Val-Vue Sewer District's Standard Specifications. 2. All pipe used for construction of side sewer shall conform to PVC SDR -35 and the requirements of ASTM D -30 34 -73. 3. Minimum slope for 6" side sewer shall be 2.0 percent. 4. Minimum depth of cover for 6" side sewer shall be 18 ". All connections shall be made with ring tile jousts. 6. Contractor shall obtain required side sewer permit from to construction. s. the d*p 0 Val -Vue Sewer District prior L2° MIN. COMP. DEPTH CLASS 'B' ASPHALT CONC. PAVEMENT 4' MIN. COMP. DEPTH 5 /6' MINUS CRUSHED ROCK 6° IMPORTED PIT RUN SAND AND GRAVEL. OR 11f4' MINUS CRUSHED ROCK TYPICAL PAVING SECTION 9" --- - - - - -. -_ VAhlADLE "ova= wataaraigissarasommergazzsr. EXTRUDED RUDER CONCRETE CURB DETAIL N.T.S. 3' MIN. DOWNSPOUT I° 2' TO GRADE BACKFILL WILL BE COMPACTED USING NATIVE SOIL OR SELECTED MATERIAL AS DIRECTED BY THE ENGINEER. CONNECTION TO DRAIN TO BE MORTARED AND MADE FLUSH WITH INSIDE WALL JOINTS TO BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. G 2.0% `-- f00TING DRAIN .;.pr ;Ai 18° CONC. (SEE YARD DRAIN DETAIL) �--4" MIN. TYP. ALL AROUND --4° CEMENT. CONCRETE DOWNSPOUT TIGHT°LINE O YARD DRAIN 0 N.T.S. FRAME a LADDER OR STEPS OFFSET; SEE NOTE 4 FRAME & GRATE ELEVATION PER PLANS OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION r! c' •. , 16.17 WIPE SUPPORT RIM =- 18.67 1 ROUND SOLID COVER MARKED DRAIN WITH LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER CHAIN -200= CAPACITY SLACK WHEN GATE IS DOWN FASTEN CHAIN TO FRAME t' 1 STAnUARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS .. - CLEANOUT GATE. A. SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY STD. OR B. LIE I GATE, 'JO. CICII -LG, CASSCADE CULVERT INC., OR C. OTHER DF.VICE APPROVED SY ENGINEER CATCH BASIN NOTES, ill 6" MIN. OVER- FLOW 1 1? LOCKING LID • VARIES (SEE PLAN VIEW) LADDER STEPS TOP OF PAVEMENT LOCKING LID -ii CLEAN OUT - GATE ' MAX. ._ . 12 "0 CMP TYP. . PIPE SIZES & SLOPES PER PLANS 2. OUTLET CAPACITY NOT LESS 'THAN COMBINED INLETS 3. METAL PARTS A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2 B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 4. FRAME & LADDED OR STEPS OFFSET SO' A. CLEANOUT GATE IS VISIBLE FROM TOP B. CLIMBDOWN SPACE IS CLEAR OF RISER CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. STRUCTURE SHALL BE A TYPE 11 CATCH BASIN MINIMUM OUTLET PIPE 2' MIN. ' MIN. MIN. AIR VENT 36'0 MIN. STORM DRAIN DETENTION PIPE- VARIES (REFER TO PLAN SHEETS) 0.005 FT/ FT TOP OF PAVEMENT ,•r /U= /!) a //) •'_ //) J)/ LADDER STEPS 12%) PIPE (TYP.) 36' 0 MIN. STORM DRAIN NOTE! ALL STEEL PARTS MUST BE GALVANIZED A ASPHALT COATED (TREATMENT #L OR BETTER). TYPICAL. CLOSED DETENTION PIPE. N.T.S. CITY WATER AIIT 1 .THRUST BLOCKING CATCH BASIN CITY OF TUKWILA, APPROVED OCT « ig NOTE, (I)PIPE & FITTING SIZES SHALL VARY WITH INDIVIDUAL FLOW REOUIREMENTS 3 SHALL BE DETERMINED BY THE FIRE DEPT. INVERT_EL_= 11.79. .. L INVERT EL. 11.79 RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED. NOT NEEDED IF ONLY FOR OIL POLLUTION CONTROL ORIFICE= 1 15/16" tD GATE VA.LVF_ 0(MJxFL) t -- 10' 01 2-3/4' SHACKLE RODS (COATED) TO VALVE OR NEXT PIPE BELL "a �'•ri o::.•. °.'.', '. .•. . .1. ADAPTOR (FLxMJ) GATE VALVE (FLxMJ) OS & Y CB #8 TYPE I1 -34" NTS FLANGED DOUBLE 'CHECK VALVE D.S.H.S. APPROVED AND STATE CROSS-CON- NECTION REGULATION SECOND CHECK VALVE IS REOUIRED iF DETECTOR VAULT LIES WITHIN 1700' OF AN ALTERNATE WATER SOURCE (LE. POND, RIVER, ETC.) GATE VALVE (FLxFL 1 POST INDICATOR VALVE TEE (FLxFL)-- ADAPTOR (FLxMJ) 314' SHACKLE RODS (COATED) PLAN VIEW SCALE )" 2' 8Ui PIT LOCATION TO BE OUTSIDE OF UTILITY EASEMENT OR PRIVATE PROPERTY. TO BUILDING {� �� -• 10' DI PLAN HT8 Di ,c i`Stlf)N 2' CLEARANCE SHALL BE PRO- VIDED FOR WORK: SPACE MOUND ALL FITTINGS TO IN- SIDE OF VAULT. @COMPLETE VAULT SHALL HAVE A 48'x48` STEEL HATCH OR TWO 3'x3: STEEL HINGED DOORS (PIPE INC. E25, 76633; OR EQUAL) 5 19e2 E`oolvECf OF DA, S P 2 2 1980 swam Atm 4' FLANGED CHECK . 6' MIN., 3 -WAY, FIRE DEPT. RN' PUMPER CON - NEC TION PDA# 3- 847 -01 3 WATER TIGHT CEMENT GROUT 577 LA PIT OR GREATER ' PIPE INC. 4'- 8'x7'x7' CHECK ASSEMBLY AS REQUIRED BY CITY OF TUKWILA NTS Ja . C ' 'vs ., /.- { ,�,'i -.' ' s.7 . ;.y�, r �.: . 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IIII111111111111111i1I1111111iliIll iilll C7Q d� ru � M. fit/ • ` ONE SHAL BE A PIV CO _____ ED-' NN. LEAS T4' r CONN. 3 -4' AE30Ve CO GRADE PAINT- SAFET).O. 12 i �t TO BUILDING {� �� -• 10' DI PLAN HT8 Di ,c i`Stlf)N 2' CLEARANCE SHALL BE PRO- VIDED FOR WORK: SPACE MOUND ALL FITTINGS TO IN- SIDE OF VAULT. @COMPLETE VAULT SHALL HAVE A 48'x48` STEEL HATCH OR TWO 3'x3: STEEL HINGED DOORS (PIPE INC. E25, 76633; OR EQUAL) 5 19e2 E`oolvECf OF DA, S P 2 2 1980 swam Atm 4' FLANGED CHECK . 6' MIN., 3 -WAY, FIRE DEPT. RN' PUMPER CON - NEC TION PDA# 3- 847 -01 3 WATER TIGHT CEMENT GROUT 577 LA PIT OR GREATER ' PIPE INC. 4'- 8'x7'x7' CHECK ASSEMBLY AS REQUIRED BY CITY OF TUKWILA NTS Ja . C ' 'vs ., /.- { ,�,'i -.' ' s.7 . ;.y�, r �.: . '!.ter , . q <r K .: i ..-'r .b t �: , :�},�� t;- ; ..': s a��+.,fy • 1 � •ky u;•��c,. 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WV 5 13o' q 3:5t 5_1_1351 "'• :42.4 i� ,• �ST 1__ 51144,.• 51 `3 245 144TH VICINITY MAP NOT TO SCALE >. x----- ---- -- -" - — - '---- •, I2" GMP TC F3E PLUGGED li & ABANDONED II 04.1.11,101111, VIAMVIMMI 411•61•04•4411 N 491143'00" W 4 TEMPORARYEROSION/SEDIMENTATION CONTROL PLAN LEGEND ---s � ---- -- ----� BAFFLE SILT FENCE _a, ormerrours _ .M41.2244.9 ......4MM EXIST. CONTOURS OVERLAND SHEET FLOW TEMP. DITCH WICHECK DAMS MIRAFi FILTER FENCE CONSTRUCTION ENTRANCE TEMPORARY OUTLET CONTROL STRUCTURE PER DETAIL TOP = 15.50 I.E. = 14.0 ■ TEMPORARY SEDIMENTATION CONTROL POND TOP = 16.0 BOT1OM = 14.00 / STATE HIGHWAY No. 5 N 45 °3S 0 U) cv U-1 7.0 0 ° cr INSTALL TEMPORARY MIRAFI /FILTER FABRIC FENCE PER DETAIL. 4) LEQAL DESCRIPTION: PARCEL 1: Parcel "A" of City of Tukwila Short Plat No. 80 -13 -SS as recorded under Auditor's File No. 8009030472 records of King County, WA. PARCEL 2: Lot 1 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File No. 8204280545 records of King County, WA. PARCEL 3: L. 2 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File No. 820428545 records of King County, WA. PARCEL 4: Parcel "B" of City of Tukwila Boundary Line Adjustment No. 84- 35 -BLA as recorded under Auditor's File No. 8501240853 records of King County, WA. PARCEL 5: Lot 2 of City of Tukwila Short Plat No. 87 -4 -SS as re Auditor's File No. 8804270766 records of King County '4�,1 a "16" CQy \N \, \. \ \. +\ \ \ \ .\ er 377 16 1 lnder +\ \ RIP RAP PAD TYP. LCONSTRUCT INTERCEPTOR "V° DITCH W /MOCK CHECK DAM PER DETAIL r 4 194.47 i / / it/ \\ \\ \\ 4. xvi 0 sEM.P.Q RY KLOSIO F,DIt[ 1i1'ATION CON1'Rr1I gLAN.• 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS DESCRIBED ON THE PLAN SILI tE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST ZE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING• AND/OR. OTHER CONSTRUCTION TO INSTJRE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. 1NE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITICWS. AS CONSTRUCT/ON PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSUPE COMPLETE SILTATION CONTROL IN THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERKITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITION/A FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE, NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES. 5. ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSIONS CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. CRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE 4. 25 ALL EROSION/SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE DEPTH EXCEEDING SIX INCHES MUST HAVE A PENCE WITH A MINIKUM HEIGHT OF THREE CONSTRUCTION SEQUENCE: 1. INST#LL TEMPORARY CONSTRUCTION ENTRANCE. 2. INSTALL TEMPORARY OUTLET CONTROL STRUCTURES AT END OF 12" CMP INLET. 3. CONSTRUCT TEMMRARY "V" DITCHES AS SHOWN, AND INSTALL FILTER FENCES AS 4. PROCEED WITH GRADING AND UTILITY INSTALLATION ACTIVITIES. 5. HYDROSEED SLOPES AND OTHER EXPOSED AREAS OUTLINED IN 9"EROSION/SEDIMENTATION CONTROL NOTES.” 6. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERALS. CLEAN AS REQUIRED. MAX. WATER /SURFACE EL.= TEMP. OUTLET CONTROL STRUCTURE 6Ut N 49°43'00' w - -TOP OF BERM EN.._ SPILLWAY EL.= 194.4 +\4' N i` \ 1 T = - PROVIDE GRAVEL 8 WIRE MESH FILTER FOR EXIST. CB PER DETAIL 134th STREET SOUTH -444. \__ CONSTRUCT TEMPORARY 0001- ucT10N ENTR.A�i J PER DETAIL. 3' 1 3' SWALE 1 ROCK CHECK FLCAM INS 1 ( DAM I • k----FILTER FABRIC -STAPLES OR 140, OR EQUAL WELDED WERE FABRIC OR EQUAL 1 1 11 11 1 1 ELEVATION —NEWLY GRADED OR DISTURBED SLOPE FILTER FABRIC — MATERIAL 1/2' WASHED GRAVEL OR PEA GRAVEL BURY BOTTOM OF FILTER FABRIC MATERIAL ON 8' x TRENCH LAS FIR OR EQUAL 1 if TYPICAL' CROSS SECTION SILT FENCE DETAIL CITY OF TUKWILA APPROVED RAD! 4G DI SION SWALE SLOPE CHECK DAM SPACMK3 0 -5% ISO 5-10% 100' 10% - 50' 1 an PUBLIC RIGHT-OF-WAY mP u4vaa>^ GRAVEL CONE LE. = j \__SE .PAGE 001• LAR III = III= IIiMifl�trl // /' /ij 11l1�I11'l;N`ill, ht =/1! •0.5' MIN. _KEY ROCK INTO SWALE 0.25' (MIN:.) 5Q' MIN. EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD SWALE X- SECTION AT ROCK CHECK DA FREE OUTLET 5, TEMPORARY OUTLET STRUCTURE DETAIL NOT TO SCALE TEMPORARY 1191 DITCH 1,01 MIN. -1 FLOC' 7, 7 -4, SUMP BEHIND RUCK 0•iECK DAM SHALL BE INSPECTED DAILY; AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 12 OF ITS own-1. 1 /v._ 1 KEY ROCK iNlO SWALE MIN. 0.25' 0 d NOTE : ROCK SHALL. BE 4' MINUS QUARRY ROCK. fi4 EXIST. GROUN PDA# 8-847-01-0 ROCK DAM J HQF PAM T�a��e ICI's USE 2” TO 4' QUARRY SPALLS OR CRUSHED ROCK FUR SURFACING AS SHOWN. MATERIAL WITH TINES` IS NOT ACCEPTABLE. THE 50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL 15 Noir TRACKED INTO THE PUBLIC RIGHT -OF -WAY WY 7,1141A511JA SEP 22 1988 SWING IlYitet TEMPORARY CONSTROCTION ENTRANCE e ds • .44 1I1Il11111 III III,1;!1 III I i 0 16 T11:• .rit ff 0 �. V'f l. x?J fri 2*r �?,�k,� ` �T a t8 �.+ ' i °f£W. . Xr. -. •�.s•.: i. -r r_ i-t `yr.N�i,Yw + wi, � .- . .f s i,Nr�y- � '11! ( 1111!11!1;; i 1 !1 1 ' ii 111 11 ! ►! II il 1I 1i11„, I!11 I 111 I ;1!„ I I t!'1 ,111 I „,1„ljl 111, 11i 11, I u 1�1 lyl , LI!i f i 1 .1.11'v ; 1 . i <lJ - : I31,i I!i P r �:y�'7 4 5 6 8 9 1 n 11 ?,ME iN!,FPMM11. 12 notice, it is eT.,e to the Duality cr the cripinei c`acurr.ent. i '7L c-c ' c° lG OG (s 8!. L.I. 91 51 +7L Cl e.1 lt. 0L 6 8 L 9 7 >;' e, I I '!II� II' I. ' I1,11;!!,iI! 111111! lif!i;I!II�i!! {Iilliill!I!1'' i!i lli Ilil�!1i' !!I11!111111iIII111I11l1111! !11 1 I11111!1111 1111111,11 .•li111':.,J..ii ....I.,...., 1.. „�,,..I ...... I ....�....I....I....1....1.._I.. . I_ .I Ili 1111 • • PROJECT TABULATION ITE A ER F A ANEA VET R A - ea WM PROPERTY LINE 04.47' 11.)'--i• TRUCK DOOR — v1 -1 19R-i9r; 6:2nC 7.r. 4- .1 MD LANDSCAPING AREA (TYP.) DOCK HIGH/RAMP DOWN DRIVE IN \ A2 PARCEL 9 7 r- - _1 a , . 1 le4 25 BL'ILDING SETBAV LINE . _ ,; ',I.; • , ; ; 1 — - - --it-.;;;— --1.- - '- 1 --V; • -f i<ic i -,./-9---(\,,,Al2 , r..._ . .. _1' q \ :.,,EI ; ------ _....., ,,,„,, 1 •••- HCP i• i ....--•-•-• • -',..: ,_ A....-- --4:7"....-+ ---4-, A2- • „-i,,--- • —k. •---i-- lc A2.„.' 1_. ; 4.- I ‘ C: ! i 4 ' •'" . 1.; i ... .. 15' STREET LANDSCAPING LINE ' --k-7-1-t-r'64-t;::____,.L4-i : - — — 211.1■MNIII ••■•••■•••■• ...AS •••■■• ............... *.......".: ......... .4"."'''r A":"."1 .........'" r".."'""' - "‘...j &I Li."'" '''''',--- ---;'`'`....:4`71",;,... '1"-- -- lir•;—. I •., ' 1...,', 1 • ; Z ■ • .. 6 ''',, I .-.. i I! PR.!PRTY LINE ic1941.*."47' 6" l' af - * A- - ,.., _ lif ---iT " ". - A7. A727 LAN)APING AREA (TYE%) . . ----) - 1I 1 --------ini , i i- 6I 0 2 i r ' , ‚"I ; (1!i 15 DEDICATED R.C.W. LINE (EXISTING) , r, ; 4:4 ;• /-- i — ,:—.---- .....z.........:ami _ .__ .,,. CM AIII f- r DCOK HIGH RAMP DOWN (2) 2r)' :TRUCK DOORS (1) 1;1' TRUCK nnrIR MAKIANAMAIAMmyealle001! r ipt A SU uPLNI (7,RA ./EL.. 1krACE AREA rock (,F ASPHALT PAVING - r. A._ LArCAHiJG AREA (IV., PROPERTY LINE 177.1E' L ANDSCAPIN 5' REAR SETBAcr CJ ; • r • „ 1 .31 10' DRIVE IN TR1..tOK DOOR • BUILDING B 11 PARCEL I PARLEL 2 A2 lr INItlagengam,01MOOMMIRNI00010,011001 NIS HIM ;3RAVFL SJRFACEI. . LQIIIPMF_NT 3-reRArs,E • - • - • - EDGE CI ASPHALT PAANG I I I L . _ i i i LANDSCAPING AREA (TYP.) L _ 1 • r-- ' ' 1 j , \ , ....I. I , - .., . . ,.. i 1 /. j Ora .44 2-O 11C-D" SITE PLAN 6 ,."_;AI_E: 1", 7' 1■i•-0" I , I , I i , i I . 1,30.-- Cr' DRD/EWAY71,_ 18' - " 4, 1P,..-1,.. 30'--(")” D RD/EwAY 1 ti .-C, " 4_.. , ••• • 25' BUILDING SETBACK LINE STREET LANDSCAPING LINE 1 1 1 1 - I- A2 24' v 11 • 144,3 - 11 / IC • \ • - REQ.!) R.L.W. LJE)ICATION LINE LANESCAPING AREA (TYP.) LANDSCAPING AREA (TYP,; :L:11•4•07474.........4eNdlourr PARLE.L. 3 2n7.6.; 295.51' 01~20001PaM 2:15 1111104112+.1121MMIMINWAIIMMitIleekraVaPIUMPItlYX.MAIRI 1156 WIZ 40000/3/Mfrilitit4COMIKIVIMW.0 PROPERTY LINE 414.16' ;-;- STREE T GENTERLINE •• ; , 4 ti 110' -(;" 1-11) A. # 5 - 8 4 - - () 3 - 00c 1111111111111/11111'11111111111111111111111111111111111111111111111111111111111111111111 11111/111111111 1111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 1 1 1 I 1 I 1 • 1 • F\ ! , I " DiovEirAy' 4.: .„. 1 I - - -Pn ORM-WAY, , 33.16, 0 16 PI!. JI•1 .• 6 '7 8 9 • 410 NOT'; If the microfilrned Oocurnent is less deer thsn this 15,; /1,. Lc.; '••■ c e 16 ()t_ tit Li. 91. St +7t CL ntice, it is cue to thc ouFlity cr the cripinel c'ocunent. LI. L 6 8 9 14111Hilil HI I I I I I I I I I I I I 1 I I I I I I I I I liljil:'111,;■110,,j1j;11jiHrij H11,1111 11111111 '!!11111;111 !MH:11 111'1111 1111;1111 111111111 WI 111' !"11"1 ;; ,i1111,,111,j1;1,1111,1111 I111,111111;iiiIiH11,11 11 p.,/.[JE it4 f.f 1, MANY 12 RECEIVED WY OF 11,9:WitA SEP 1988 I}VAIMG . • .„.1-.; •••••, THESE PLANS AND SPECIFICATIONS ARE COPY- RIGHT MATERIAL AND ARE THE SOLE PROPERTY OF PAC:1PC DESIGN ASSOCIATES, SEATTLE, WA ANY INFRINGEMENT OP CORY- RIC.51-11 OR UNAUTHORIZED USE OF THESE PLANS RENDERS THE USER LIABLE TO PREJSECUTION UNDER THE COPYRIGHT LAWS OP THE, UNITED STATES. DRAWN CHECKED APPROVED DATE