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WTR2701997(2)
PLAT OF ORTLLIA IND. PARK W!-4 i 1 7, w n l 4 ' f BEGINNING FILE TME iL i �t ...........�� _ b W 4991 SY I f } i i ORILLIA INNSTRUM RARE( OF RENTQN VAtf-R 'PLAN �frf a n Ay r , , . t CI,, s<r. a ` 6 w g H �- R„yes n, •;g R 3°X 4, 12<.Z<B o Nf,10I VL I re L=KK.f9 W 1 ; N 6V w — _ -N -/ "W� -M B7 % _ AL — N B7°51 09'W N 89003'00'w sr z --�1 9 - 0 i i „� pp /yy56pp�r N! 03[M M N P�.�-E .S 1A c •LY-6`F 3 m" to 0o t3 So.20 Utrht°Esnu. 2 L s P22.36 ' W .17-1J 5 I l7rv�c°�) ,r Og W N/°04'41"E 23.6/ ?/4,61I 4 I � r79,uo4 5 tC ' ty; ,1 R:16 00 8 .'°� !� • `� Sal.. �'... i ...�-89° S *0$010 � gIl 1 j: ' O L.86.09 g g 4t. mi 656.6/ 345.57 21f B9° 36'31 'w r37•—,m Q 6 a 5 4 3 ° h I S. W. 41st S.Wrr J/0,9I4'f ; PB,b2rd �II ?r d '1'< 53 B,E?� 23J69� wI Li I F 53 Q7 SYlw 1 LY g,p°.o'3B � r9�1c;'L:ffi LOT it \ 3! M1 ' r A: 'D¢' q ! L= ffi ,� eYl x. A_ 00,may.. W NE �'-� N W Ifs S;rc, 3. � ) 1 -8669 I 325.00 265 cX.' _ i I A :07, 73 W 34 th STREET 225 95 I i` II of I Lam- Ss799 Mbtch Line ' "- (see above) °) A o C q w � t I,. ad sr � � N"35 LYI o�4� . 3,. J''J• srros'ra'rg Sarre/r/w NE/N .0=89°4/ I2" h"• 1 \°i'+6� 34 Of 'MY iif sic 3l I L =d6.D9 S y/ SF r4, 6 pf-1 N e9°o3's'lp °vJ jv1/, ,fr.3 6vv/ (or l _ —� Sat J/ <i� � Ne$'$'ji'.I 61719 232.57 ! Cale•/ S[°le S0' � N 9B' 36- j7 *J024 ( W. 43y0!�� 5T EET fSovrh *c iA trnr WE /A Nov114 Sir. 3/ cart for 1,SK 3/ � M/IN.ne R G.AMBERr GRID NORTH ICIVE SC41,E 4 !anosCap//j'q and vt/Jrty easeaWrt r5 here reserye,l 15' In width CCJorn/ny Cost Va11ey Mryhwoy OW S. W -F3/d Stree• 9nd 49' it ..Wroth adjoining Olt other streets st»wn heroon GARDNER ENGINEERS, INC. S*G"Ie, Woshlnyron S.BEET of 2_ 1 I i ; --,.x..+.ewrrwrryyy�yyw 780925M2 BURL /lVGTOA -1 IVOR'�HERIi,' ORILLIA /NDUSTRML PARK OF RENT ON DIVISION I Section 39, Twp. 23 N., R. 5 E. W M- Section 3/, Twp. 23 N. , R 5 E. W- M. x ,4 co- SK JOti3-s 60 ,Motc/{h,��, Line „ r - S 870 51'09 -F 1316 43 ' (see (lG IOJV' y S. w. 34 th STREET L',h4 0 4? 3 y, Y000 .2 511 _ s e9°40'23'F _ /J/7 ,7_ xw,�v_ ;, _�_ �l S.W. 27th STREET .�.. a r R R r ^ i 3M 27509 ?75 09 2JI BB 2 _ l,i6$4 245,4770 . Rz MAX s1�Q7 ..w I S 1��.w_�: /O.m R- �.�._. O 9 .b / 45 �w N ?P I I L:9/°J0�4. 4,8318 10 w L :87 81 ee/mr R:443 37N 89°p23"w. b' _ 6: E°034yN89°gis"w I /O0J � S .d� p ,1 14 Oe �. 6T1D° R. •. -L• 589.6DL=5A.6J /O I xF mval.- rbCorr at 4 b aL'471 78Z YO /80,/yi45' R= 87 a1 ,v aL °/Sp 69 /'09"Wa0�oo/O / 3 N 8705"09"w J1'o9b N ^ 1'E?yJ.JiZ$ N W /80,0710 a /8T,092� 3i� 42 �n / M or J3 I _ ? 07051 09 F 6SJ 00 5' 8705/ 09 F ` ° .. 4, 10�.51.E. W :;E L'�? hl`w I 4 SEi. �, o i� 2 •JB°JJ'J9 ;` I 1W a j II L : 50-a I ( y I o t c=w°�00" cSON33 0. a i303 zv I t� Q SE fiY S''M I ( S_C. x : �° N JJ9°2147 N BB°Zt 47"w I G;)V7 Lcr 0 T 8FF� � � a1'unreryrouM I ^ ti wore. tOsemenr Z 4J3,J07 �iON 400,494+ t ��PP rd oC Q53'46'43" I [ - ,38 38 `4'V p i gyp.sn°OU2p' [:Y 85 I.2 10—M Kr L-4993 LY7 L- A7 94 I�-20 U1,10,Esmr. v l I O i I �iraco�l .,i 49 0 I°_ < — __ N 09"w— —; 2 Z "� — 6K - — —'_', r'— 57J.57-— --- �. J y IL ff 2D g r R:;g RiLt? P6.d16� a :61,4" 1U itu, L•IAS.19 'dl / 9 — N8. 5/ , K!.fX.09'W_-_ --M1 B.x / .•w� _h ort ro 09"W h.' (�_ _ _,. — � , h R9°OS'O/9�W 7LV.6/ 1+9 6J 1 �� .... I►I •0 t t ..�r 6`30�. N P .-a N y 11 FJ OP E . �Zt utd!ty film. i L=P21.% �.� �W i R � .N/°Jt 13E P3.6/ PN,6// !9O 'p+ 4 41 656 6i ! O J:c6e1� :I " 5 4 i� de4ti0 3 e S. W. Ale srxEET m 2t6,6P/ I PJ/,•169� •Ii< g3 R=31 aD t:8669 Q � `, -IT • ; swm'ro"L W & �• R:xsoa �, ;. WVV L - 8E.69 % co R -e7: 7,5 t V5 Lk: h, —1 �^. W 34tA SrIPCEr L SS7 99 ° MOtch Line —1c- - 3a (see cbovei a Y 40 has I •� I 4 a oM or'ar'!g Swln nn0 _.a B.9°I/"22•' ,4 4 �rH� t Sown a y -51 Of My .3/ L=86.09 S.., 01, SR.,!J/ C° t for! O,a-7 I O 09°03'51W Sic. J/ N W--%'37 W F5:1 19 2J2 67 Cl/O,/ Sc" S. W, 43rd STREET 5 6No OJ'SI`E &o Lot M<I 1S,c•t, /rn! hE I/O hw%i7 5s[. J/ �$ -:M61ERT 6,9i0 NORTH PYjME s SCALE t o-", d ,ondscopaq OtV uhhty eosenen! :s ne.e re5ervec, 15' ,n width cd o/n/ng EOst valley Hgnway Ofd 5 w Cj,u S+ree! and U ,n WVPrG Od)0V7:ng O// ONpr SFre&fs $Vwn 1weOn GARD.'VER E1VGt/VEERS, /NC. Seattle, WYoshington SHEET Z OF 2 7809250902 BURL /NOTOA NORTHERN i08-- i3 OR/LLIA INDUSTRIAL PARK OF REIVTOIV DIViSIOr I Section 30, Twp. 23 /., R. 5 E. W. M. Section 3/, Twp. 23 N R 5 E. IV M. N 1A co, 54e.30-2i s.o ,Match�, Line S 87°31 09 E 13,6 r�See be low b_ IS. W. 34o JA STR££T ylrrn l.e4 S W i 3a"i 42 3 sy, 120.00 ��.., 2 5 B9^40 2S"E _ _.!j!7 17 _ NW r _ .Q� 61 S.W. 27M STREET a ? y �.�, R� A qa <pbR LfA 11z ° ?73 09 073 09 ? o x [=86.09 j i 1 e /OW Iq^ 76,,669p x 243,4,, �^ SS M •'S 1 10.4''.W S / 30'O?'K: - .3J 45' I « ffi 6000 I I 60.E L r N 'p Q"i N .49°40'c"S•.W.. bl � R-4TJ-.� i N®'b 27jW I low ____t°}. 13 .81 "•a T! li:V" 1000 ® }brnero, v L -83 37 N .• r t:1A.63 8 s ' —t. sea 6n I45, S. .I Jb' S/I Nq,,160 Ib 3 ro S83°47'16"W a ..a 11500'T y �> 6466 •.L=ISO.69 P NI113w�J9'i► a= WI ry �� �� �o \ r I 13 4' NR7e1109'1Y Ne7e31'09'b R?°>'�1 £ c ISs.oer` a W 1eo 07,• ,as,o9z0 •° ' zovTj4 Z r 2sn.e7 340 33 } S e7 51 09 E 633. e 4 e87031,09 �( r A7 S E 1/9.xi R SE LA N�1,44 SEC -N I M etvro�F1.£. W � 3e°3! xNu R 8 + x t r So.4re . I R=33 00R k .i 90060,00` x npp`� .m• 4rosa�o3" { 'Q -u SE ':i4 S- (i SEC. � x x ' t : e6 39 L •• � 4. 137 77 Q •. tp 27—— ..— _ N 96°2V47 N ee°a'4 47"W V`)�4'� i�lT f70 L1� ' I 4 •13°' � I $i 7 8� 2 p6p 1 A'VnG.,yr°un4 O K.rer fore Iw .Q 1Z 433,30T/ & 400,494* 1 F: f.00 (133 4i6'4_` I : 138 ie O 90^GYi 00 c=3Z.e3 11fi- = e6.J9 � I .le L=4s 83 1 I IJW 90.94 } .�; 7 8 ( 9 87°3�'09"W_— • I�IIMr�r t I■� lop 8►f A:217M7 ,� ° I • L = 254.26 ���4_•W 1 10 o° I R' /8601D 4?2I,1160 184,408� 106.49 FP N e74:!•09"W__._ .., ° : h .� ,e v A5„Q7-£ t9 5— N 8pO^*Oe"'w' 700.61 I .5/9 65 r�0 _ as Ire w pp �- 1Q • J/ ..- 630(U m• 1 NE.. at/&c W • F20 Ur,myam El, 1 Typ.toI) 5(h4i g �Ii W4 .i �' -� i'.`�4. Z i ✓95:5 00 " Irt 5 6a-5r'/O-w ° n O LL 86.09 1111 M3.57 2 6566/ lY 66° .T637_w 6 5 q 4 3 S. W. 4/st STREET , 3/0,5N4 i m C8.62/4 R:55.00 -90°IB 38 48 /9 q n & I ci O (-8669 Zvi q 40 Moo 0 '9ara�Oo- rrj L- AS..� ZOOL I A A'SS 00 W °` . '. xl L -86.69 \ j 255 00 225-95 _i_ S. W. 34 th STREET o e ' L_ 53799 Motch Line 09 `" 37 45 - ' — gl \Qj i (see oboe e 1 1 o 1 y h NqO A , - �-de4r4Yee'e Bwre Ane WE YN dB9°4/'2? y'•A1 '� \ / .sowln hie 54 04 MY//4 SK.3/ L-86 09 LL Goer Lot I. Sw J/ Gorr LO// O�c7, AV,J9°03'54'W Sec J/ NWB 'W'37 'w 63.' 49 13?67 1 aN0// &me / S. w, N '43 rd S REE 37W / 4 r _ S e9`03"Sf-E� — SbuM Gott L°!/,•Set oc 3/ /,ne Nt /iU VW,/4 S°t 3i �$F E LAMBERT GRID NORTH ZONE SEAL E /• =2lb" A !andscoarng orci uw1ty eosement ' ,S here re5ervea 15•/n width odjolning FOs1 volley ragnwoy and S.W 43/o Street and .b' ,n Width od/0/nirq o// other streets Sto.- -son. GARDNER ENG//VEERS, 11VC. Seott/e, Woshingtor; SHEET ,� OF 2 BURLINGTON A1O 7�'z3o�2 RrH��N ORILLIA INDUSTRIAL PARK of- Rol t/? �,` Ti ` f DIVISION r Section 30, Twp. 23 N., R. 5 E. W. M. Section 31, Twp. 23 N. , .7 5 E. W. M. N 1,4 Cor See 50-23-z so WWI { ,e v — __ m S. W. 341A STREET nbrrn nne 5E //4 i n, S20M 5 B9°40 ..'S'•E__ _ 131T Ji NW� Sx .D �� a� - — S. W. 27JA STREET -- o I a:Ss 00 g a ip R $ii !m 6? 27509 273 09 25498 SC Lb"00" u o q�. 96 OP L= 6639 = o Z L_d509 `R= S l°5p•QZ"w I I 5 /°i9p'Q�'W 1 /O.m �q /61,6694 245,477Q S3� 6000 6G.M A:93Qb'- 30' d► 44 12•• a 9l°30PB• I I 8 9 [ BS /B ....p 02 I L :87 94 v -14/Jy Sec/m. A:443 37 5 It 89N B9°40.25""W' e� A: 35 B9.� p jB0 g�___0= JF°0319"_._ A=f7l.,9 01 /C a) I I I NE Ow q p� —[ s5g5M7 /4 �. 19..z °3PV7MAO L: 71 6' 615 6pvr (al 4 b L'47/ 7B P J A q h 45, See 3J A 605 07 /B0,I%� = b 3 b b SOS°47'/6'"W R - :Cl /404'M" 6466 L 150 69 r.R vA"si'09"fl' W -55,oax, W / o,o/® �\ {O ; { �3 W NB7°S/"09"W s °° ;o r - AB7°SI.09"W N?°[I!5/'E- 1R7. B71 r� 340 33 K07 QQ77 2=� b � B R� 83,092� c b 20;J79� ^ � 'n • • ,__ wi I op b $ S B7 Si 09 E�655 00 S S 6705�-- 519.S/ -;E LA NV !:'-r SEC. 30 v r°ar srf; z �5048 5 91I .1 = �� A=4f)°aM+ ca.. C dS 39 L ,aro ;�`4 '43.. � I �_05%505 _x' h ,E !/4 C.�II�� ', �... 2 �.. 95 .� L=/.T7 73 i N 1447 E— - /70 00 7• <vIV u BnoBs°.pprrr o4u°7a*•W _2B/ '4J'��!'T 3l:C-T nJ 7 2 g � W4nr Easem4nr Q 2 453,307$ J 4P0,4y4 8 - I R=3J.LD '.�= /03°4p"42" SiLrr 0 �. .S LD Q5.•O46'43"" !12 ^ V Sb°00'7l L:32 B5 ,1 C_ M39 1 t0—�f ,3B4yCv l I 1 r T m94at �y ° Irr]wal J ;•l 7 ! ' .sue ! ,Q 3 I� 2 �I 2 h M Bl�°5/o. �09_W__._J N B7°5/"09"r'—_ IF ".A' i' 4w � , i • f x. s^ Wes ' � J r .. not 'f PLAT OF ORILLIA IND. PARK ` "NIT l'' r W-474 AWS SURUNGTON NORTHERN 800 Central Building Seattle, WA 98104q¢. u r, R Mr. Ronald L. Olsen October 15, 1981 Utility Engineering Dept. Public Works Dept. City of Renton Municipal Building 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Olsen: This has reference to previous correspondence and your letter of January 27, 1981, regarding latecomer payment covering installation of a water line from the East Valley west along Southwest 29th Street thence "rth on Lind Avenue to Southwest 27th Street, all located within the City of Renton, and a total cost of $146,425.78. Attached hereto as requested, is our check in the -hove amount covering payment in full, and I would appreciate receiving a receipt acknowledg- ing this payment. Very truly yours, i r Asst. Mgr. Property Management NLK/sand,4 File: RE-766 - Renton, Washington 4-1 �v a]Ir y, 7`tr <I i 6.v MI ,n u� r a - BURLINGTON NORTHERN 800 Central Building v. Seattle, WA 98104 M' }kt4 n tis'c, Mr. Rnnald L. Olsen October 24, 1980 Utility Engineering Department } *✓� Public Works Department Municipal Bu'lding rr+, 200 Mill Avenue South Renton, WA 98055 Yi Dear Mr. Olsen: i In reference to your 'etter of October 8, 1980, regarding latecomer chs, ge on water line in S.W. 29th/Lind Avenue in our Orillia Industrial "! Park at Renton, Division I: I am unable to develop when this line was placed and would appreciate receiving this information so that paymeii can be progressed to the City of Renton. Sincerely, C. Krett Asst. Manager - Property Management NCK/afg,5 i File: RE-1400 - Orillia 01 S{.410 y »;t OEQ arm R� z PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING • 235-2631 oAR MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.89056 4� Pb 7 �TEO SE vs�. - BARBARA Y. SHINPOCH November 3, 19+0 MAIOR Frank Coluccio Corntruction Company 9600 Empire Way South Seattle WA 98118 Subject: Lind Avenue S.W. - L. I.D. N302 Gentlemen: W The following items have yet to be completed: 1. C.O. Nlu - Hot tar edges of asphalt patches around the new catch basin on S.W. 41st and the drop inlets on S.W. 34th. 2. C.O. 017 - Re-do drainage on driveway on Lind Ave. at Station 84+81 (North Koll Drive). 3. C.O. #19 - Adjust valve boxes and manhole covers on Line Avenue. 4. C.O. #20 - Talbot Hill Reservoir Tie-in A. Correct bumps in asphalt where new asphalt ties into old at North and South ends of project on Talbot Road. Replace asphalt in drainage ditch on West side of res( -voir. 8. Restore asphalt in front of Eliason home at 1901 Talbot Road. C. Complete restoration of top soil, flora, and precrnstruction ground elevations. D. Replace Miller meter box with standard meter box and out to grade. E. Reattach guy wires of power pole on East side of Talbot Road (Station 1+50). 5. Fill remaining core holes on )L2 ramp, East Valley Road, and on S.W. 41st. 6. At tte sanitary sewer lift station (on Lind Ave. S.W. at S.W. 19th) the electrical boxes must be secured to the concrete base. If you have any questions on the above, please contact the Engineering Office. r Very truly yours, Warren C. Gonnason, P.E. Public Works Director WDK:ckd BURU14GTON NORTHERN 800 Central Building Seattle, WA 98104 Mr. Ronald L. Olsen December 15, 1980 Utility Engineering Department Mun'cipal Building 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Olsen: Please be re`erred to your letter of October 8, 1980, regarding Late Comer's Agreement covering water line in South 29th Street and Lind Avenue in our industrial park at Rentoo, Washington. I have exhausted my files at St. Paul and the only ccrrespond2nce I find relating to this matter is the cost of oversizing of the water line r,t the time pipe was placed for wh ch Glacier Park Company paid E51,027.12. I have reference to a letter agreement written by Mr. Clark Ec4art, our attorney, in September, 1971, pertaining to this matter, but cannot find copy of letter to verify our obligation, as on print which accompanied your letter, we are being allowed a credit of $14,856.57 for oversizing, when if fart we paid $51,027.12. Before I can progress your request, will you please review your file and advise if you have a ropy of Mr. Eckart's letter for my review. N. 6�C. etz Asst. Mgr. Pruperty Management NCK/afe,l File: RE-766 Renton, WA r�r IRrPROrricr C0RRESP00DCRC9 Date Uecember 31, 1980 TOs Mike McCarty ram, Arlene Haight, Utilities Engineering SUNJWT, Portion of L.I.D. 0302 only S.W. 19th St. Orillla Industrial Park Div. M1 Water Project No. _474 Take into plant the foilowiny inventory under the above referenced project: Watermwin: 12" - 61 LF 10" - 154 Li Cost Valves: 2 - i2" Gate Valvrt 4 - 10" Gate Valves Cost N rants: 3 Fire Hydrants Cost TOTAL COST 516,618.45 Arlene Haight +. 1 r 0 P R £ S P 0 N D 8 N C C net, Deconber 31, 1980 To, Mike McCarty rarer: Arlene Maight, Utilities Engineering sumJ8CTs L. I.D. #3112, Except S.M. 29th St. Orillia Industrial Park Div. 01 Water Project No. 474 Take Into plant the following inventory under the above referenced project: Matermain: 24" - 526 LF 20" - 513 LF 16" - 7,446 LF 12" - 1 ,D54 LF 10" - 1,266.5 LF 8" - 422 LF 4" - 25 LF Cost valves: 2 - 24" Butterfly Valves 1 - 20" Butterfly Valve 8 - 16" Butterfly Valves 20 - 12" Gate Valves 40 - 10" Gate Valves 6 - 8" Gate Valves 1 - 4" Gate Valves Cost Hydrants; 40 Fire Hydrants Cost TOTAL COST $908,210.00 Arlene Haight ' ) S ELF ltp q 1 �f "►1- '� PUBLIC WORKS DEPARTMENT LA SION'U T II IIr �ry(�INFf RIf, . :' 1` 2Fi31 -.� MUNICIPAL RUILUING [OU MILL AVE. SO JTON.WASH 98055 'j^ b �nFf) SE PEE )a11LLLCTq � ;9b� RARHARA Y. SHINPOCH MAYOR SuA titgton NoatheAn 800 CentAat Bedg. Seattte, WA 98104 Attention: N. C. KAetzeA, Asst. M91L. ,, peAty 'fanagement Subject: Fite RE-766 Renton, WA (LetteA PecembeA 25, 1967) Deal Ain. KRetzeA: Th¢Ae weu ow pontL,na to the instattation o6 the 24" uaw main in Lind Ave. South 6nom Southwest 19th St. to Southwest 27th St. This pottion was inatat- ted by MOW Oit and ovelt.a.ized by B.N. at a coat 06 $36,170.55. The second poTt.tion was 6nom Southwest 27th to Soutiuoeet 29th St. Thi.e poiLti.on and the main in Sout/wlest 29th St. Awm Lind Ave. SW to East Vattey Highay was instatted by the sty o6 Renton. the porttion in Lind Ave. SW was oveuized Jain 12" to 24 by B.N. at a cost ab $14,856.57. The cost o6 the tine bonne by the City hart this 12" main instaf-itian ass $146,425.78. The City has the right by City Code 3-241 (Changes Jox Pnopen.ty Not Paevi- ousty Assessed - copy attached) to assess this amount bon subject uateA main. Attached heAewah is also a copy of a memo to Don Cowtes u$Lich had apetted out tile. City heed tatecomeA See. The amount due the City as caUed out in tite paevi,ouA tetteA dated OetobeA 8, 1980 is $146,425.18. Voua eaAtiest attention to this matteA woutd be appneclated. Velly fiAuty youu, Ronlatd L. Or sen t7titi.tces E't9tneeA4n9 RLO:pmp Attachments n�r. ty BURUNGTON NORTHERN 800 Central Hui (ding Seattle, WA 99114 Public Works Department February 13, 1981 Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Mr. Ron4ld L. Olsen, Utilities Engineering Dear Mr. Olsen: Your letter of January 27, 1981, to Mr. Kretzer regarding the installation of a 24-inch water main in Lind Avenue from S.W. 19th Street to S.W. 27th and also from S.W. 27th to S.W. 29th Street as well as that portion in S.W. 29th Street v im Lind Avenue S.W. to the East Valley Highway. We have been requested to review the cost of the installation by the city of a 12-inch .main amounting to $146,425.78. In reviewing our files, we are unable to determine the hasis on which the $146,425.79 figure was determined. We did find the cost for over- sizing the pipe amounting to $51,027.12 which has been paid the city by the Burlington Northern. I would appreciate any backup information that you may furnish as explanation for the cost of installing a 12-inch pipe so that we can forward this information to St. Paul for payment of the bill. Sincerely, J. N. Bone Chief Engineer Region -! 1w By: H. Bacon Principal ipal Construction Engineer HWB/afh,b ,51�3'41 TWO �5" •4 �I cc: Mr. J. J. Gordon 7 File: Renton - Orillia Industrial Park '6 . 1 G "E t WATER OR SEWER YALR PROJECTS PRESENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON ''ATER PROJECT N W-474-A SEMnZ PROJECT d DATE APRIL ..+TER PROJECT TITLE Tie-In To Reservoir PROJECT LOCATION r S. 19th St. At Talbot Rd. S. DEVELOPER City of Renton ADDRESS 200 Mill Avenue So. , 98055 PHONE 235-2631 - Ron Olsen EMERGENCY PHONE 782-3688 CONTRACTOR Vincent Minice ADDRESS 7600 Empire Way So. PHONE 722-5306 EMERGENCY PHONE 839-6391 - Mike Urbeck FOREMAN Mike Urbeck .PHONE 839-6391 EMERGENCY PHONE City of Renton Inspector --Bill Kuilber9 Other Inspector _,T, _.�. r. .J • 4 y r ti 71 9 GARDNER ENGh F RS, INC, CONSULTING ENGINEERS / PLANNERS i SURVEYORS Arctic BONdma ►Md,ouKs. Seattle,WRshn,aton 96104 Tsivph nA INA1 624-6265 25 September 1960 File: 1193 Frank Coluccio Construction Company 9400 Empire 6,.y South ' Seattle, Washington 98108 .ter... . r Re: CMNGE ORDER NO. 23 City of Renton ;'gr,.ltll s Contracr No. C.A.G. 072-l8 Gentlemen: aw You are hereby directed to add to your above Contract by carrying out the . following work: -ish and Install 375.5 Lineal Feet of 8" Sanitary Sever on Talbot Road S. South fror. S. 19th St. together with all indicated appur- tenances Lump Sum $ 30,000.00 5.3% Salex Tax 1,590.00 Total Amount CHANGE ORDER NO. 23 $ 31,590.00 Very truly yours GARDNER ENGINEERS, INC. , t Mortimer H. Thomas, Y.E. ACCEf TE FRANK COLUCCIO CONSTRUCTION CO. , ISC. APPROVED. CITY OF RENTON H �G!.,Lrr9w.�:fdJ-t-. MCI" WINIC9 TITLE 61CRETARY - TREASURER TITLE ,hl • _ �A LL.WOJj:f Olcsc•or DATE_ ' ',{Q _ DATE Ortoher 1 19130 !� 1 ROY L. GASONER MORTIMIN H THOMAS Ak SIAE 1 HESAANK AESEAT M ANNE" L J. (JACK) LVcRe AA/sited Wdh C0131911ag fnpmuq C,.,.M'll A rn SGrielr of C,,,,FnY'MUJ.trap SulYe/c'rr'bioculrnn oI WArAmpron I E , 1 I yIl }r.c' GARDNER ENGIN Rs, INC. CONSULTING INGINf ERS / PLANNf RS / SURVfTORS A,coc 6u0o.n9 P,IM.YN. SNtlM.Wathono 198104 Yelepha„a 1106) 624 6265 ,k,� 1 rt 25 Septec,ber 1980 i Filc: 1193 Frank Coluccio Construction Company .jlfr;Mfi., 7 9600 Empire Nay South Seattle, Washington 98108 Re: CHA.%CE ORDER NO. 22 city of Renton Contract No. C.A.G. 072-78 Gentlemen: You are hereby directed to add to your above Contract by carrying out the following work: R Delete 12" ductile iron water main on S. 19th St. West from Talbot Road S. Schedule III Group 2 o: the Contract Furnish ._+d Install 240 lineal feet of 12" ductile iron water main on Talbot Road S. including appurtenances and removal of existing deteriorated 20" steel water main Lump Sum $ 20,000.00 Furnish and In+.tall water service line connections 6 Each at 5195.UO per each 1 ,770.00 Furnish ano Place select Backfill Material 287 cubic yards at $6.50 per cubic yard 1,865.50 Sub Total $ 23,635.50 5.3 % Sales Tax 1,252.68 Total Amount CHANGE OPDER NO. 22 $ 24,BPP. 18 Very truly your. GARDNER ENGINEERS, INC. Mortimer H. Thomas, Y.E. ACCEPT D: FRANK COLUCCIO CONSTRUCTION CO. , INC. APPROVED: CITY,jUF RENTON liy VINCENT MINK[ SECRETARY • TREASURER TITLE TITLE .,_Pyblir. u„r<_A nl rector DATE MP 3 0 DATE October 3, 1980 NOV L GARDNER MORTIMEN H rNOMAE I ALOW I HIIAANP AL&f*T M MNITT L J. IJACNI LOCKE AMdaAHO won Conswnny fny,naas Cowxd. Ame„c*n Soc,a+X o,C.P.I L nyo/wels. Land Su,ra,ors Assocleoon of Waro,nyron 1 l XT' GARDNER ENGII—' AS, INC. ^ . CONSULTING ENGINELR5 / ►LANNEA6 / SURVIVORS Amtm Building►Anlnouae S"IIM.WI0ina1Cn 96104 Tals"m 1208) 624 6266 !• 25 September 1980 File: 1193 FranI, Culuccio C,.nstructlon Company 9600 Empire Nay :...uth Seattle, Washington 98108 Re: CHANGE ORDER NO. 21 City of Renton Contract 0C.A.G. 072-78 Gentlemen: You are hereby directed to add to your above Contract by carrying out the following work: 24" Watermain Connection from S. 19th and Talbot Road S. to the Talbor. Hill Reservoir. (Refer to CHANGE ORDER NO. 20) s Lump Sum 8 216,148.00 s Relocate Valve Vault at Talbot Road S. 0+20 to 3+75. Change Vault from 48" access manhole with safety ladder to 96" manhole with intermediate landing and locking :id Lump Sum 2.393.00 Furnish and Install 24" Butterfly Valve in lieu of 16" Butterfly Valve Lump Sum 1,500,00 Furnish and Install 24" Butterfly Valve wiLh Flange by M.J. adaeter Lump Sum 3,113.00 Furnish and Install 24" Flungu Tee in lieu of 24" M.J. Tee Lump Sum 110.00 Sub Total $ 223,264.00 Sales Tax 5.3% 11,832.99 Total CHANGE ORDER NO. 21 $ 235.096.99 Leas Amount Previously Paid Under CHANGE ORDER NO. 20 216.148.00 Total Amount Pie CHANGE ORDER NO. 21 $ 18,948.99 Very truly yours GARDNER ENGINEERS, INC. Mortimer H. Thomas, P.E. ACCEF'TE FRANK COLUCCIO CONSTRUCTTON CO. , INC. APPROVED: CITY OF RENTON BY J.. wi i10 i BY V WEIC:.mR EElN1C1l TITLE stCRETARY - TREASUREA TITLE Public Works Director DATEaII IOOR DATE October 3. i980 _ BOY t aM100019 MOPTIMER N THOMAI AL/EIT J HlmfUwaa ALIERT M ARNETT 4 J. IJAy I, LOCKE AAdrAr10 r,lA COnaWfnp lepmwr Council AmA"r•n Soulrr or Cnd I :neon.LAnd SurvarorJ AfroL ur,on ul WIJArrpfon to 1 > 3A"DMgIR 901I102PRO, INC. > COM uITING tmelNiUtt / ILANNI*$ / 9U%VtY7ae A's.taMeay r_,h_ Metal. YraaeNyme 911/04 Teleearr Ins) 624-62114 25 September 1980 Pile: 1193 Prank Coluccio Construction Company 9600 Empire Way South Seattle, Washington 98108 a Re: CHANGE ORDER NO, 23 City of Renton Contract No. C.A.C. 072-78 ,. Gentleman: You are hereby directed to add to your above Contract by carrying out the following vork� Purnieh and Install 375.5 Lineal Peet of 8" Sanitary Sever on Talbot Road S. South from S. 19th St. together vith all indicated appur- tenances Lump Sum $ 30,000.00 5.3% Solax Tax 1.590.00 Total Amount " CHANCE ORDEP NU. 23 $ 31 ,590.00 Very truly yours GARDNER ENGINEERS, INC. Hortfeer H. Thomas, P.E. ACCEPTED PRANK COLUCCIO CONSTRUCTION CO. , INC. APPROVED: CITY RENTON _ 1 tNNN:Nt MINICg TITLE TstAtuete TITLE Public Works Director DATE_ 36 ___--._. DATE_ October ROY L aAaOM4 MOOTM EN M. TMOMAS ALNeT I MISMAN4 ALMOT M AOMTT L J. IAC41 LOC44 A41,11 O wnh Consulpnq(npmaMl Cp1/nCII ArnMUn SomarrW C,Y,1 I np~1 Land Survarwo A,Iwar,on of Nash"WW .<ay ram; GARONE" ENGINEER{. INC. 60NSULTINm INGINIIRa / ►LANNINS / SURVITONI Aroeo I1ad*M Pwr* es. aaelae.Wishw— 94/00 TeleebsM 42Oal 024-S M 25 September 1980 File: 1193 Frank Coluccio Construction Company 4u/Ow/�i- 514. 9600 Empire May South Seattle, Washington 98108 Re: CHANGE ORDER NO. 22 City of Renton Contract No. C.A.G. 072-78 Gentlemen: a You are hereby directed to add to your above Contract ay carrying out the following work: Delete 12" ductile iron water Hein on S. 19th St . Meat from Talbot Road S. Schedule III Group 2 of the Contract Furnish and Install 240 lineal teet of 12" ductile iron water main on Talbot Road S. including appurtenances and removal of existing deteriorated 20" steal water main Lump Sum S 20,000.00 Furnish and Install water service 'ins connections 6 Each at $295.00 per each 1.770.00 Furnish and Place select 8ackflll Material 287 cubic yards at $6.50 per cubic yard 1,865.50 Sub Total $ 23.635.50 5.3 X Sales Tar 1,252.68 Total Amount CHANGE ORDER NO. 22 $ 24,888.18 Very truly your* GARDNER ENGINEERS, INC. Mortimer H. Thomas, P.E. ACCEPTED FRANK COLUCCIO CONSTRUCTION 1.0. , INC. APPROVED: CI711OF RENTON By By VINCENT MNIK I TITLE 29CMAN1 . TWASUKR TITLE Public Works Director DATE W 3 4 10 DATE. Ortnber 9. 198D ___ NOY L GAllewee - MOerMIa N. TMOMAe ALAEeT J. 110M ALe/RT M. AWrT L. J. IIACeI LOCeI AAnuuo w.rb Con�olnne frV~#CovMll:AMWKI0 Soaetr o/Cnnl lino Swrgmi A1#Wc fflonW Wisn,rVWO l EIAIIOMtII tNt1NlE11t. INC. COI LTMO g0161 IRS$ / PLANNERS / SURVIVORS Mae BMleaws►'eawmme.Seel se . w,Jehhemn astoe Tewsamm 13001 ese•uo . 25 September 1980 tiles 1193 Frank Coluccio Construction Company 9600 Empire Nay South L%.(ti Cli,) Seattle, Naahingtan 96108 Re: CHANGE ORDER NO. 21 Citv of Ranson Contract SC.A.G. 072-78 Gentlemen: a You are hereby directed to add to your above Contract by carrying out the following works 24" Natermais Connection from is. 19th and Talbot Road S. to the Talbot Mill Raaervoir. (Refer to CHANGE ORDER NO. 20) Lump Sum $ 216.148.00 Relocate Valve Vault at Talbot Road S. 0+20 to 3+75. Change Vault from 48" acts•• manhole with safety ladder to 96" manhole with intermediate landing and locking lid Lump Sum 2,393 00 Furnish and Install 24" butterfly Valve in lieu of 16" Butterfly Valve Lump Sur 1,500.00 Furnish end Install 24" butterfly Valve with Flange by M.J. adapter Lump Sum 3.111.00 Furnish am] Isstall 24" Flange Tee in lieu of 24" N.J. Tee Lump Sus 110.00 Suh local $ 223,264.00 Sales Tax 5.3% 11,832.99 Total CHANGE ORDER NO. 21 $ 235,096.99 Less Amount Previously Paid Under CHANGE ORDER NO. 20 216.148.00 Total Amount [hie CHANGE ORDa NO. 21 $ 18.948.99 Very truly yours GALEDN»ER ENCIN911S, INC. Aim�. Mortimer N. Thomas, P.B. AGCE/��T�/q/ FRANK COLUCCiO CONSTRUCTION CO. , INC. AYP�ROVEEDy:-yCITY 0ION BY t„( .—��s Cir BY 4(C 7 Sa1SlME YN11EE rITLE an�era�r . rmrarlt[R _._ TL TI.L�j .hi l� IEnrks of rector DATE_ r 2 t _.__ _ DATE,___flr•oher 3 29A0 eOr l GAP~ weeTmlNl n Tw1o11Ae Aleee( J "eeaAse AiNeT w AwIffn l J (JACK, 10M AMI,I/W wnh CarweTnp E,pJ,rwn Cnunul Aner,Cln S"itfr of l.,w,fnO mr.,! 1.-1 5w✓ eywf A~10... M WA,A,"rlUn 1 a.�., •ARIORI�RI 80010690". one. comgwTNN lR9eMIMeB rLAMMPae 7 aumvareNe Jheat r P�mlalt�a Rt•W. wiWasaaw Miss TKICemeRe I3"1 Qa-HM 25 Sepcember 1960 Pile: 1193 Frank Coluccio Construction Company 9 empire Way /oath a 600 Seattle, Maaltlawtw 98106 a Res CHANGE ORDER NO. 23 City of Renton Contract No. C.A.G. 072-78 Gentleman: You are hereby directed to add to your above Contract by carrying out the following works Furnish and Instal' 375.5 Lineal Pact of 8" Sanitary Swat on Talbot Road S. South from S. 19th St. together with all indicated appur- tenances Lump Sun $ 30.000.00 GIARTER 1K. LAWS OF 1965 5.31 Selex Tax 1,590.00 CITY OF RENTON CERTIFICATION Total Amount rir.ii1 is PISJUNI°THAT THE MA?I IA18 HAvi CHANGE ORDEN NO. 23 $ 31,590.00 e e° Ie°II1/1er0, THE SISVICII MLMn,°(O O° THE JMSOR PEW Saida AS OCSCAISCO MIAI.H.AND THAT Mt O/Mw 1 A lust. ou( AND uHTMs O°L"AT.OR AOM°°T I I OITY OF R/ Ann THAT 1 Aw AYTMOMTI Ts Ati COT C ARO GIRTICY i0 SAME CIA'A - Very truly yours GARDNER ENGINEERS. INC. �C71�aoo�.S Sla It ie Mortimer N. Thaw, P.E. ACCEPTED: FRANK COLUCCIO CONSTRUCTION CO. . INC. APPROVED: CITY gI'AlIrm MOM. mom tlTARF • TwA9usta TITLE TITLE Public Works Director _ DATE NP 3 0 W DATE__ Cctober 3L1980 KOv t G"OWN wo"TMA/R M THOY $ ALOIRT A "lemma ALSINT w ARAIITT l A (JACK) (ACt/ Aalmred won Cun......np(npmAA.t Cnunt.l Amol,con.SOCMEJr of 071111 fnpinAAlt !An°SurrAYOrt AAAOnR.nn 01 WAIA./plon �ARIONNN N=seeme, INC. 1 eowwttNN ggtNNMtas 7 ►uasus ; ,iwtvavoNs Also amema psommee►sense. woo4noon MLae TelAeww(foal eaN7N 25 September 19W Filet 1197 freak Colueeio Coaatruetion COstpasy %00 tstpire May South Seattle, Maehingtoa 94108 Sot CNANCt OEDQ 00. 22 City of Renton Contract No. C.A.G. 072-78 e Gantlasea: you arc hereby directed to add to your above Contract by carrying out the following cork: Delete 12" ductile iron water main on S. 19th St. West from Talbot Road a. ieAedu III Group 2 of the Contract - Furnish sad Inaull 260 lineal feet of 12" ductile iron water stain on Talbot load S. including sppurtanances and rastoval of existing deteriorated 20" steel water asin Lump Sun $ 20,000.00 Furnish mad Install water service line connections v. 6 FAch At $295.00 per each 1 .770.00 Furnish and Place select Sackfill Material .. 1�, 287 cubic yards at CHARTER I 1,865.50 LAWS OF 1965 $6 SO per cubic yard MY OF RENTON CERTIFICATION Sub Total $ 23.635.50 Iettlll,of i���pj�e N HlsU1 nurse, u,,, 1.252.68 eeee Iwonq." ,H1 1-AT T"r r.,em... ...e 5.1 X Sales Tat[ TMM •t.Ieeree Aea Belt•ee. n.IfI00,H• irr OtAm , teeel•to a ar l.. e • low. POr •se &me&# eUUrOH "laa 14'arr ri: Iwr o ..o g.•• , •r Total Astuunt c• .so cc"" To CHANGE ORAER NO. 22 g 24,888.18 �1 (, Very truly yours 46/=/te SN. 3J4C(20) 2:ARONQ MCINEERS, INC. Nsrtistsr N. 551estas, P.E. ACCEPTED /f FRANK COLUUCCCIIOO �CONMUCTION CO. . INC. APPROVED: Cl OP Rorm IT 91M�It1 YINIEt TITLE 89=,ANT • T49AaJMN TTTLE s..�t Yorkc DI rector DATE up I I DATE October t 1aA0 saw L 04000 - 100" eO H ""MAI "NOT 1 ""A" Atecol IN Awn L I J ACO1 LOCH errbered w.M CenIUMM 2nerwwn Cmrmtr Amer✓,en loea"I of Crrit fnymea. brrl Su.verorl blotglnnn Ol WO.AnptOn PIMP >;A%DM8M �RN. INC. COMA"" / PLAMNaaa / suaw9voaa Ana 6MM/lalslmmsa aYnae.woolow w,"log Tet=tleae Illeel amass 25 September 1960 Filet 1193 Frank Colucele Construction Company 96W amptro way South Seattle, wasbingtot 98104 Re t CNAMGE ORDER 00. 21 City of Ratton Contract 0C.A.G. 072-75 Gast Lomas t m You are hereby directed to 444 to your above Contract by carrying out the following works 24" Yatetmaim Cemmoctluo from S. 19th amd Talbot good S. to the Talbot Mil, Reservoir. (Refor to CHANGE ORDER no. 20) Lump SUm b 216,146.00 Relocate Valve Vault at Talbot load S. 0+20 to 3+75. Change Vault from 48" accose manhole with safety ladder to 96" manhole with intermediate landiag and locking lids SUN 2,393.00 Furn. tb and Lustall 24" luttorf;/ Valve is lieu of 16" butterfly Volvo Lump SUN 1.500.00 Furnish and Install 24" butterfly Volvo with Flange by M.J. adapter Lump Sum 3,113.00 Furmlab and lmetall 24" flat•.&* Toe in lieu of 24" M.J. Tee Lump Sum 110.00 CHARTER 1M, LAWS OF 1%5 CITY OF RENTON CERTIFICATION Sub Total S 223,264.00 Sales Tax 5.3E 11,632.99 t Trt W.OtIU,e.te of Ya/or Coin "Salee bLLTT O, rtuMe, '"AT 1N Refs MIAU "We a to IYe.re.te. To le Tleee e{eet ATo On T. kooe rIn to JUST T 0 1 96e Nun..Awe T.Al Total CHANGE ORDER NO. 21 $ 235.096.99 6lArr q A Juer, out O u"n,e YeueAT.N yMMT 1Nt p,Tr M Yr, A/s rY, y NltMnue :o .yT,.e AAra Ars moor+ Te Lea• Amount Previously Paid Under CHANGE ORDER 00. 20 216,146.00 Total ATAnunt Due 415/wo/,S S14 306f (Is) CHANGE Onkaft No. 21 S 16.946.99 Pj K,41t A'9 Very truly yours row GA�RDNnIM ENGINEE_R�S/, INC. Mortimer H. Thomas, P.E. ACC RAW COLUCCIO CONSTRUCTION CO. , INC. APPROVED: CITY O SY _ 6y TITL vomw loan f ! _,_ nnE Public r ♦ n�•ec "r Lard AOr t "a" MOeTIMta N INOMAS At"*? I NteaAme AJetaT M AOMTT t J IA4te1 LOCaa Aa4N10 NrA con,uburp fnp,neerJ(.ounce A,aN,on luanYW Crv+r!'nprneYrr JAnd Surveyun Art«,JOmn O/WnA,nprM 4 1 vow, City of Renton Cost Data and Inventor; Page two WATER SYSTEM: (cont.) 15. 1 Ea. of _4" Gate Valves 16. 1 Connection to Talbot Hill Reservoir TOTAL COST FOR WATER SYSTEM S908,210.00 SANITARY SEWER SYSTEM: 1. 11,282 L.F. of 8" PVC Sewer Main 2. 2,242 L.F. of 12" PV Sewer Main 3. 40 Ea. of 48" Diameter Manholes 4. _ 1,313 L.F. of 4" PVC _Force Main S. 1 Ea. Lift Station TOTAL CAST FOR SANITARY SEWER SYSTEM $827,424.97 Very truly yours, GARDNER ENGINEERS, INC. Mortimer H. Thomas, P.E. Principal MHT/bet �JL 0ARDNER ENOINteRE, INC. /1 CONSULTING ENGINEERS / PLANNERS / SURVEYORS A"Ic Bulldtrg RKmmmw, Sm"10.Wnhmpmn 98104 TNphmK 12061 524 5266 29 September 1980 file: 1139 City of Renton Utilities Division Attention: Mr. Ron Olsen ■ Renton Washington 98055 COST nATA AND INVENTORY Subject: C.A.G. 072-78 LID P302 S Talbot Road S. Improvements Name of Project City Project Numbers: W- 474 S- 229 Dear Mr. Olsen: Per your request, the following information is furnished concerning costs for improvements installed for the above referenced project. WATER SYSTEM: 1. 526 L.F. of 21" Water Main Z. 513 L.F. of 20" Water Main 3.j,446 L.F. of 16" _rater Main 4. 1,054 L.F. of 12" dater Main 5. 1,266.5 L.F. of 101,_!later Main 6 422 L.F. of 8" Water Main 7. 25 L.F. of 4" Water Main 8. 40 Ea. of Fire Hydrant Assemblies 9. 2_ Ea. of 24_Butterfly Valves 10. 1 Ea. of 20" Butterfly Valves I1. 8 Ea. of 16"_ Butterffy Valves 12. 20 Ea. of 12" Gdte Valves 13. 40 Ea. of 10" Gate Valves 14. 6 Ed. of 8" Gate Valves ROY L 0ARONER • MORTIMER N THOMAS AL6ERT J. "MANK - ALEERT N ARNETT L. J. JACK) LOCU AMbnwi with Coorufnnq En■m",s Couhai,. Amencon Society of Crvil Enp,rNEn.L od Surveyor,"Assoc,Arion of W4Khin;10h 1 TALBOT RESERVOIR TIE-IN PUNCH LIST 1. Install guard rails inside deep valve chambers as per manhole detail of plans. 2. Complete installation of rungs as necessary. 3. Provide 2 hooks to open locking manhole covers. 4. Place concrete supports under pipe in deep valve chambers. 5. Place operating handwheels on valves in deep valve chambers. 6. Locate 4" G.V. at Station 3+50, bring valve box to grade and set va ✓e marker. 7. Build up earth at base of fence surrounding reservoir. (West Side) S. Clean up and restore work areas, particularly the Miller property, the Saunders property, and the easement area east of Talbot Road. -his includes removal of larger stones, wire and other debris; hydroseeding where necessary; replacement of topsoil and flora; end restoration of preconstruction ground elevations. 9. Complete shoulder restoration with 5/8" minus crushed rock. 10, Repair damaged gate of reservcir fence. 11. Contact Pacific N.N. Bell to expedite heir work at S.W. end of proiect, then complete shoulder restoration there. 12. Replace Miller water meter box. Repair any damage to meter or fittings. kL4rr4u4 G-'l Wrkcs of °W£C pocE �fsr s/0� or rfcDar srq. /tso iF SY���Y 4, tt hF4" t r 4S-ri Ni sT ; 1 YJ � W T,A1x 5 I PUBLIC WORKS DEPARTMEN f a i,, DESIG'�/UTILITY ENGINEERING 0 235 203� � + OJg MUNICIPAL BUILDING 200 MILL AVE.50. RENTON,WASH. 990bb 940�v ,� h r Mk .dVt P 'En SEPTE� BARBARA Y. SHINPOCH October 8, 1980 MAYOR Burlinqton Northern Central Building Lobby 2 Seattle HA 98104 ,Attention: Mr. Neil Kretzer Dear Mr. Kretzer: It has come to our attention that there still exists one Latecomers Agreement for a watermain extension that has not been taken care of In your Oriliia Industrial Park, Division M1. This Latecomers Agreement is basically for South 29th Street, which was not included in the Lind Avenue South L.I.D. Attached herew.th is a copy of the wap showing the Latecomers area and cost information. The amount due the City by Burlington Northern is $146,425.78. If you have any questions on the above, please contact this office. Very truly yuurs, Ronaid L. Olsen Utility Engineerinq Dept. :ckd Attachment 4 { W-A7W �4 OF ftAc,v Z PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 235 •2631 .� MUNICIPAL BUILDING 200 MILL AYE $0. RENTON.WASH.9Wy5 �g, T Ato SEMEM# CHARLES J. DELAURENTI hme 15, 1979 MAYOR Gardner Engineers, Inc. Artic Bldg. Penthouse Seattle, WA 98104 Subject: Burlington Northern Industrial Park Water System Plan Gentlemen: The City has recently acquired the casement for access to Talbot Hill and CH2M Hill is presently designing the inlet/outlet to the Talbot Hill Reservoir. The increased size from the reservoir is due to the require fire flow to the Orillia Industrial Park. , It has been determined that the responsibility for designing the 24" water line from S. 19th St. and Talbot Rd, to the inlet/outlet of the Talbot Hill reservoir is the responsibility of Burlington Northern as well as the Snstallat,...i of said water line. The City does nee the benefit for this installation and is willing to participate in the cost of the installation in the amount of 25%. This participation by the City will be through the refunding of the systems - development charge for water to the _urlington Northern hdustrial Park, Renton 11. If you have any questions, please contact this office. Very truly yours, !ti Warren C. Gonnason, P.B. Public Works Director RLO:pmp r OF lip tyJ 7. 0 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 233 -2631 pp �. r, MUNICIPAL BUILD'NG IW MILL AVE SO. RENTON.WASN. 99066 q b o0, rFO SEP'EM�P CHARLES J DELAURENTI Jane 2;, 1'Ji9 MAYOR a Gardner Fngincets a Artic Bldg. Penthouse Seattle, WA 98104 Subject: Burlington Northern urillin Industrial Park Water System bevelopment Plan • Gentlemen: { I have reviewed your letter dated March 7, 1979 with regard to the water system comprehensive plan. It is felt by this offlce that the City will participate to the 80th SW and West Valley Highway Sntert le, 1 The participation on behalf of the City will br in the amount of 25X and will be r.-funded through the systems development charge wlthln the Burlington Northern Industrial Park Renton 11 development fees. It is also noted that the intertie between SW 30th and SW 31st St. cul-de- Bars at runs Springbrcuk Creek will be required based on the reliability of the Industrial Park water system. If y^u have any further questions please contact his offlc�. Very truly yours, Warren C. Connason, P.E. Public Works 01rectnr R(W:pap 1 +t from the desk of TED BENNETT, FINANCE DEPT. Juno 25, 1980 rake: Take the following into plant from LID N 302. Water Mains 92,0,797.05 Hydrants 43,845.11 Sewer 1.1noo 349,432.75 �• :,owor Lift Statlon 39,2C4.17 • ins; r. a � e i City of Renton Permit KENT 3896 July 25, 1979 Page 2 Also, when you constructed this fill you burled the limited access fence and it must be replaced immediately. If anything should get on the free- way because of this missing fence the City of Renton will be responsible e for any costs incurred. Please contact Mr. Larry Reed, 764-4247 if additional information is needed. Very truly yours, J. D. ZIRKLE, P._. District AAdministrator ___ ✓t��� < . "OCR ! ,EMESOCK, P.E. strict Utilities Engineer 7213 Perimeter Road South, Suite 201 Seattle, Washington 98108 LCR:ss 1 STATE OF DEPARTMENT OF TRANSPORTATION WASHINGTON Olflce A Iwurr,F D I.WI imam Av 5,,,C 91410,,beat.We,h,yt-WIN ' Dvy tree RAy Gwprror July 26, 1979 The City of Renton Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Mr. Delbert Bennett Deputy Director of Public Works SR 167 CS 1766 South 228th Street in Kent to Renton F-167 ( ) City of Renton Permit KENT 3896 Gentlemen: A recent field inspection revealed that you have illegally constructed a fill within the right-of-way of SR 167 east and opposite approximate Milepost 25.94. By constructing this fill you have eliminated the north- south water movement in the swamp channel. Soils, accordirg to the area to the south consist of peat and silty material to a dapth of 12-15 feet. These are relatively unstable. Place- ment of equalizer culverts of 18 inch diameter appears to be questionable from a capacity standpoint. In this locale, flat culverts will silt up quite readily. We recommend the City install 24 inch or 30 inch minimum (two culverts) unless your hydrology indicates otherwise. Unless adequate culvert capa- city is provided water levels will increase due to restriction. Possible adverse affects on SR 167 could be movement of fines from the fill and highway settlement. Therefore, unless adequate culverts are installed all of the fill must be removed from within our right-of-way. It is our understanding that about 4 feet of this material is for an over- load and request that it be removed from our property. r r^+ AM% Mr. Warren C. Gonnason, P.E. September 19, 1979 Page 2 Will you kindly review and advise if you have any questions. Very truly yours, C.1t ++ C. a -Watmt Mattlgr:r a Property Management Department ow Mr. Mort Thom" Gardner Engineers, Inc. Arctic Building Penthouse Seattle, Washington 90104 Pile: RE-1400-II, Orillia, WA 1 W -474 r 13URLINGTON NORTHERN I obbr 1 Central 8uddinq INUl1STRIAL DEVELOPMENT AND Seattle,`Na%hmgton 981(A - PROPERTY MANAGEMENT DEPARTMENT Telephone(206) 625.6682 Mr. Warren C. Gonnason, r.E. September 19, 1919 Public Works Director Public Works Department City of Renton s Municipal Building a 200 Mill Avenue South Renton, Washington 9805 Dear Mr. Gonnason: This is reference to your letters of June 25, 1979, to Gardner Engineers regarding Burlington Northern Orillia Indus -Sal Park Water System Development Plan. We were asked to review the Stems brought out in your letters and the following is our recommendation ae to responsibilities and division of costs: 1. Talbot Reservoir outlet - Review of the water system connected to this reservoir ;vuuld indicate this additional connection will not only benefit the industrial park but also the property north of S.W. 27th which is being developed or will be developed shortly, and also the property along East Valley Highway, therefore, we recommend the cost of this outlet be applied to L.I.D. 302 — or the proposed L.I.D. for East Valley Highway. 2. lnterties S.W. 30th and S.W. 31st Streets -- Burlington Northern will accept full responsibility for this connection. 3. Tie-in to the West Valley Highway - Our current plans indicate the waterline has been designed to end at the P-1 Channel, an extension of this line west of the Seat line of the P-1 should be either the City's responsibility or the i property owners to the west that would benefit from this connection. 0% r CUENT_ ,wv -rON r.■. 4""" @memo", luo. on.ro T PWJKT — rU OF 3 r "I_ pMRtr r�r i w�rw i reu rr.fw cµd I%J A re r /11,a rh Dm RfylSl O4 r .iw Me. FH B FN Ro YA /h6 WA PU G Ml' R I I N:W u4G.V w _ wesr J 0 ( I'1 () 4& ree — Id�IW 6 ' , frAlo� 10'RBArO .i New 'v" c 0 CxISTiNr~ V151UAj Z y Cv r i.7 AJew w ►/alive ft7cvO- FM let to GI®►/ F'er+(-e Move PH L. 8 7+ 5z) rratu+i pvMpsn: BG-NKOVA --'NEw F. N. AsSEafe ME "i'EJ2, F�� Purr PeR wc- esT NOw C,vT IM ' �j NC. w 6 " CIO ac-pun Mi 1— 10 "X6'"T66 Mix ('I I " 10 m i I I I 10" sLe6Ye, M-j a` 0 (te vIS 10 NI z nvarr+ , , Frank Coluccio Construction Company SEWERS • WATERMAINS • UTILITIES 9600 EMPIRE WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722•5306 February 14, 1980 City of Renton Engineering Department City Ball Renton, Washington 98055 Attention: Ron Olsen Gentlemen: RE: Talbot Bill Utility Installation , With regard to the above referenced project, we agree to replace approximately 240 l.f. of 20" steel pipe with 12" ductile iron pipe as outlined in the plans for the lump sum price of $20,000.00 plus state sales tax. This price does not include select backfill nor 3/4" water services. We will also install the 360 l.f. of 8" sanitary sewer and _ appurtenant work for the lump am price of $30,000.00 plus state sales tax. This price also does not loclude select backfill. This work will be done In conjunction with the 24" reservoir connection. Very truly yours, FRANK COLUCCTO CONSTRUCTION COMPANY `�. Assistant Secretary-Treasurer JC/slg E 4 j' ��F H�• } ! PUBLIC WORKS DEPARTMENT Dt�IGN'u'iLITv ENGINEERING 235-2631 0 MJNICIPAL 8UILDINC 200 MILL AVE. SO. RENTON.WASH.9S066 0 o 9Q ,TFO SEnIE RARBARA T. SHINPOCH March 6, 1980 MA'OR Mr. Mortimer H. Thomas Gardner Engineers, Inc. Arctic Building Penthouse Seattle WA 98104 Dear Mr. Thomas: Enclosed please find the revised tie-in plans to the Talbot Hill Reserv1ir. If you have any questions concerning .hese plans, please contact this office. Very truly yours, y4-1 Ronald L. Olsen Utilities Engineer RLO:ckd a Enclosure OF RE•1 V OFFICE OF THE CITY ATTORNEY RENTON,WASHINGTON roar yrq••W••• o• :.•.+.»..e fwna»c • R»ro» «.s»wc.a rwsa tff •a r•d $ LAWRENCE I WARREN, or..ne•»e. DANIEL KEUCK9G, .JVS1Y.1 I . .rvr•nf• p`. March 7, 1980 -14TE0 UoTE� •10. Del Mead, Olty Clerk FROM. Lawrence J. Warren, Cz : , .ttorney s Re: Project Acceptance of LID 302 Please be advised that there is Lio legal impediment to the Council accepting LID 302. However, I note In the letter that it is recomended that the Council accept the completion of the project as of Decewber 15, 1979. Lest there be any confusion, the Council 's acceptance can be effective only as of the date it makes the acceptance. This is necessary to protect the City under the Municipal lien laws . No reLrOaCtiVe acceptance of a project should be made. While I am sure the letter merely indicates the completion date of the project and does not suggest retroactive acceptance, I thought this point should be Wc1arifd. / LL rrenc Warren LJW:nd cc: Mayor Council President � r f.i +r at s W 1174' .. v.. MEMORANDUM TO Bill Kul ibern._Don Mrnaah.an. 1" 01s3e ond Lp Phillioc DATE April 10, 1980 FROM Carrie SUBJECT Precoristruction Conference . . . . on Friday, April 11 , 1980, at 1:30 p.m. in the 4th floor conference room regarding the Talbot Hill Reservoir Tie-in. p:. 6, „A .i � y e _ e City of Renton, Utility Dept. + PRESSURE TEST FORM c; Water Project W" 74,/. Maur of Project f � a! t7�'f RESr+� �iJ i �E ye This test was taken by �i r 1 Q ��'---- °" 4 € PSI , for minutes. At a pressure of The test "Failed" on - 6 o Coareets: n� ti T ^,fir f : i F.} 4 7Ii'r • 3 /lyYy 1 !t n YcA EYOINEE s. one, C. " IMZw rulrTlp i MMMP011��%= C1W S Hl 1 o a'' LJe is I Fr C mwrw T.rr..r.r WMMr MW T.rr YIM M4 M in ne. 2 Z Al L' part e t a-r Fes . Gro. _ 5t.41�.. 21+ Z 9 S , 4 0 0 � f F t S o 0 c ySn 73 . o0 0 : UF2S 65 _ 00 0 ' $'7. O U IcjF7s u `? C.7 11+Sa t-1 I. oo y p ' Iq• 2S 33 . Ov _ ' 1 i 1 I9+ cam �i�, , wr�1,= QI(rJ1 cn". of ,+uR ,....:�=— •AIIDN:R aNDINaaRa, INc. Y r y�G PROJECT_. . R 7 DZ .Fw or CONaYY1NlV CMGwaflla NAMwaf1 i Wllvar011s a.w laal CMd c IrN I�. „y 1.� N/A•/'am n.la.s,.Y.aw.a..ar.YY.yi/r^a MI W 1M Im,o'"m 1 pax 5 1 `1i� 'Tor 0r cam* 7� 1: r r 1 {YJ rf j44� Sx}1 1. .. .. .. �. f1►.rN►�Pn� ' ; ty 15' Max. �. `J s 1 GARDNER ENGINEEHS, INC. CONSULTING ENGINEERS ; PLANNERS / SURVEYOR" Sinca 1983 ARRc Building Pendwua. Seattle, Washington 86104 Telephone 12061 624-6265 Suite 602. 1136 Union Mall. Honolulu, HawsN 88813 Telephone 18081 5213141 TO' a f )Q P,T i n n DATE _ B 1'e, t. uf- Ir'i. It 6✓...r JOB NO. 1ti 4,'d tt✓ u n ... o1 WE ARE SENDNG YOU,(3ATTACHED UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS, COPIES DESCRIPTION /src �-T "foams c✓ccic fi/Z at f' 'i e'f c f/.. I THESE ARE TRANSMITTEO AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUSMIT_COPIES FOR APPROVAL ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUSMIT_—COPIED •OR DISTRIS'RION ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AfTFR LOAN TO US REMAHKS� —� o� FIF I COPY TC, w-a RELEASE OF EASElElIT r. KNOW ALL MEN BY THESE PRESENTS THAT THE CITY OF REVCN, A MUNICIPAL CORIORATION,A is the owner of an easement acquired by the filing of the Plat of Burlirgton Northe,n Orlllia Industrial Park of Renton Division No. I rocorAad under Auditor's File No. 7809250902 within Volume 108 of plats, panes 12 and 13 records of King County Washington. s THE CITY OF RENTON does hereby abe...fom apd.rolease the rights aequ!red under the above referenced plat over an gsement, 20 fast in width, being the south 10 feat . Of Lots 8 and 9. Block 1, said plat, aMcgt the oast 10 feet of the south 10 fest of said lot 8 and except the nest 10 fast of the south 10 feet of said lot 9; and being the north 10 feet of tuts i and 9 $lack I sold plat, except the east 10 feet of the north 10 feet of sold lot 5 oed accept " west 10 feet of the north 0 10 feet of said lot 1, Block I Plot of Burlington Northern Orlllia Industrial Pork of Unton Division No. 1. • a IN WITNESS WHEREOF, seid City has caused this instrument to be executed by the Mayor and City Clerk this Ist day of May 19 79 arise rents, Mayor V,tnessr De ores ,, CI ty Clerk STATE OF WASHINGTON ) SS COJNfy OF KING ) -on this_T day of 19 before me personally appearod CNARLES L UDE A R�N�7-MAy0R,� and DELORES MEAD, CITY CLERK, CITY OF RENTON, the individuals that executed the foregoing irstrument, and acknowledged :aid instrument to be the from and voluntary act and dead of sold individuals, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute said Instrvnent. IN WITNESS WHFREOF, 1 have set my hand and affixed my official seal the day and year above written. Notary Public in and for the State of — Washington residing at Renton 1% EXPSPAXNOT REQUIR170 XinE Ca Rtcgid: Jwnla ' ' : - Ar Mllly ; d Y r Pnt r Nanxrrrwb:, ,'� I SPEED LETTER BITE: � . TO: r10 1d i.l ppplECT: JA rca ---— ujATUL Mr," ItJ sw �5] .3.•.�+t"'_'_— .,�4C.1'j �-.1 O LF pa. 1 1 � � r rK .�.i1 ff�4 r1�•r� IN'/Gty.XiCy w,T41 5Te/FN' r. S Une 1 8i ti r i i i i rh tA 411 5 �lai klc (1 Exisi ZY"O.t N n bipcN �-J C/arnP y a -_ t�nc. U �'/y •f3�n/s -- encas/n sn f p✓e-. ro.1s a q Qa �se popc Gvt a '-G " of ex'51 n5 POOe- � Jt e.,th of Go,tivA f� 6e /1alSt-d r �rap exp� scd p,��e - � .:, sb � w ueAOLaas/a,P( v/ ,,•ayf .iQ} 40lc?/,vP/ 1040 A, • 0rS alas•^ s �aa /�s � MAy�TV07 // �r, '1'o • c! s .a�w�ssy as I 40 ■ i = n i � Y � c� S19 , nr cr /, o£ A 'Zit t� * Ol 1 E O o5o "nE iar+aS ves fs I 1yy _=017 o«£ cop 0i2 � � £4 'h/ j Sb8 /IL / :7" , 76/ I by n S7 9.h 1� u• Nio�e q/ •c =f7 oos CP a 'v N , 761 C7 aoo�1S r w WI&O1,4z 'Z f �-7 9N, oSE nS[ Z (nAEE'Lf2 ^ A ^ Ct cchrSSx v W11Wr21 Xv 6? i y5 L'o'O =i� S ysoM 1 a -+tso7 •�Si w�l I � Q R� Y �� a CLIENT�„�t/7�.V nRW r.�.— /RRpy[R fM�IM�lllt. Ere. �.�LLZ PROJECT i*OI{�o t /2 eo.-✓ _ a.:r -a COM�it�rp I�MNIMII�.NMVFVOM�Ms 1Yf Clue a. 7O7M4- ESTiM yTE /, Go57- Can/37R . fC-A/ /00 Soo 1� goJ 6, 30� ASS 400 Z.A. 2�i°r RS�ovo 3� goo yavo Slj000 Z 8 1Gr � / 3 � 2SG £ SSo Src 4oa I�/G�GSo ,3 $S 3p cov $ 650 � -fcc ;36� oso ` G-� c S ST�c-E; 27 Zesc S G�SSc �rav i 2t32, 95c 9.7, 300 � Iy Ls' o 1 Urr 0.1EN7, it/,I SON G/-ov ""*an fMuw[ns, me. O—A= -/te —PROJEC7�g1� — coup^ "wm O /.IAM r MnVEYOw s.e. ,wt Ceee I—ek,o u ery — �3 Ai�lw��1Y�w►rr.Arrrnw�w •asw iw.l a.au. , `'Ird•pis Mr Jae Ms. f � L 7of.►/ Pre/im miry C Sao 017s^n f'2So s 250 � 2 1 wrvtJ ConrYol 2 G '4eo.0o cg10 J jcolplc 3 d.ys C- C) (��9rgn 3�00o I?600 3y0o /gGO 19� b�nc,.u4D 77'4A1 Er9 'V^fr r ,r ,,. 11�v tiES15 V7 - " 23iGoo . oc Cvns+rvc-t n E+mLcln�c E O.�sG NM'�.or _ 38Go.co InSpEc !� pr y5ri.,s % IGu. 00 = 736o.ao 60hit H1,ec = 1WGo, oc� b 13,700.ou ?CTML E� � rrr� A "':' C 1 Wr �T� Cl1EN Rev7oN CpAv YAROMMA •metwelps. INC. On.Ap PROJECTS 4 Roe7 towturwo ttNMSOw i i w�tmar a..+rt [w`a_ ) �, �,. M n t3 AwY�+�twr�trYr a.ir�..rtr ♦rrr.nnn r.aar --�'} Av y a if ! Jes w. %.�e-LiA711UA q w CC)S E sT//*7A Tc i t l• 3Sca " HC � r Q 30,00 </S� 000-00 ReviSG PAV LS �3, S"0o.o0 J2 " Qyom /inE Zoo L C g, ou _ , 6no .00 49 / Oo on 2H " D•/• Pic Svo [.F C�� �9o,no ys Coo.00 i !� O,/• P`� 37>O LF C g5,00 / 3 /12 $w.o0 _ / 7Li 2So.00 3. 5on t7,.r� Sewe�� r 8 " SBwer /20cLF 2o.00 2y� 0ac. ao G, SS 4ou �F /S • 00 _ d.11 oe�. v� y. S^JYG e'er ReIO IaCE n^e!n�' ^ 2 ' A. C. Sec EmH 9ppt.F @ 30.ov 27 c �a.00 i To7l? �- pae-Liinin.r�/ey EST, 2 35Cj. �o i r r"' ul- GARDNER ENGINEERS, INC. CONSULTIK3 ENGINEERS ! PLANNERS SURVEYORS Since 1883 Arctic BulldinR Rent/wuee, SMttle. Woohl".9810e Tol"hone 1206) 82e-6266 Suite 602. 1138 Union Moll. HRnRlulu. How,If 96813 Telephone (808) 521 3161 TO, NR. RON OLSIN DATE 11 JUJE 1979 CITY OF Ra4TON JOB NO. 16- 5 MILL AVENUE SOUTH RE_ RENTON MSHINGTON 98055 --- 00 WE ARE SENDING YOU, [�JATTACHED EJUNDEP SEPARATE COVER VIA THE FOLLOWING ITEMS COPIES DESCRIPTION ONE COPY FOR YOUR USE PRELIMIWkY COST ESTIMATE THESE ARE ARE TRANSMITTED AS CHECKED t3ELOW ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT._COPIES FOR APPROVAL /❑-1 FOR YOUR USF ❑ APPROVED AS NOTED ❑ SUBMIT_--..COPIES FOR DISTRIBUTION L' AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN.—_-CORRECTED PRI^S ❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS, COPY TO- 913NEDu'.L:=� �� wJln� i_l.�wygy,. a,Nc.,!N nY.•Y!'f "V xiM.MvTRcl` �x�M/V:MFI�MYMIMNYlN'p + SPEED LETTER TO: �I1�7 W 4 14 DATE: _ PROJECT: OZCUA 440 rOhfi( _ SUBJECT: AS r L-nAy✓9AJ l ha'e— clop i�a rr ��7y i jSlqnedT G z y S z 6 S ". 4 W - i RFIV Z PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 235 -2631 MUNICIPAL BUILDING 200 MILL AVE SO. RENTON.WASH 99055 d CHARLES J. DELAU06NTI 2", 1 '79 MAYOR a Mr. Barry Barnes a . CH2M Hill ' 1500 114th Ave. SF. «.- Bellevue. WA 98004 Subject: Talbot Reservoir -Inlet/Outlet Hydrauiic. Capacity, CH211 Hill Project AS-70.71 Dear Barry: Your proposal In the letter dated February 17, 1979 is accepted by the City of Renton. Please proceed with the design of the inlet/outlet to the Talbot Reservoir. We have just recently acquired the easement for ingress/egrassfor the pipe line f-cm Talbot Reservoir so the location for this inlet/outlet can be located. Attached herewith is a copy of the easement with a sketch showing the location of the pipe line. If you have any question on the above, please contact this office. Very truly yours, • Warren C. Gonnason P.E. Public Works Director RI.O4mp Attachment PLAT OF ORTLLJ A TND. PARK Iti-!+f` Group 2 SCHEDULE OF PRICES ]:+ore: "nit prices for All items, all ext.nsions and tor... a,anunt oC must La shorn. 5huw unit prices in both word:: and rtyur_- .uW .`ere aonfl_ct OCCLLrs he written or typed Words snail Prr vail.J i I� EM APPRV X. ITEM WITH UNIT PRICED BID UI:IT PRICL ADIQUOT HO. QUANTITY Lnit r.ices to be writr..n it, Words DOLLARS CT.4. DOLLARS CTS'. I Water Main Schedule 111, Cont'd 10" Gate Valve Assemblies at X , Five hundred twenty dollars 520.00 ;�'� y: 8. 1 Each Per Each � fY 8" Gate Valve Assemblies at � 1 Three hundred ninety dollars 39 .00 390.00 9. 1 Each Per Each r; 6" Gate 'Jalve Assemblies at Two hundred seventy-five dollars 275.00 825.00 � 10. 3 Each Per Each Concrete Blocking at Seventy dollars 70. 0 1400.00 11. 20 C.Y. Per Cubic Yard 3/4" Shackle Rods at I One dollar U.00 400.00 y 12. 400 L.F. Per Lined] Foot 26" Steel Pipe Casing 3/8" Wall, by Jacking and boring at i One hundred sixty-one dollars 16111.00 25,760.00 13. 160 L.F. Per Lineal Foot Catch Basin Type CB 15 at i Nine hundred dollars 90 i00 900100 14. 1 Each Per Ed.h I18" C.M.P. Drain S Culvert at enty-three dollars 23�00 5,750t00 15. 250 L.F. Per Lineal Foot Clearing E Grubbing East cf SR 167 ! At Four thousand dollars 4000.P0 4,000j0O i 154. Lump Sum Pa^ lump Sum ---� J i. 1 Group 2 SCHEDULE OF PRICES (,vote: !nit prices for all items, all wstensrvns and tonal amunt of b..i must ba slwwn. 5hw unit prises in troth wuads and tlqurr.- ..wd where cnntlret occurs the written or typed words shall pr, v..,;.1 ITEM APPROX.T ITEM WITH UNIT PRICED BID UNIT PRICE AMUUNT NO. QUANTITY unit prises to be written in words DOLLARS CTS. DOLLARS C'TS.I ." Water Main Schedule III r . S.W. 19th St. Lind Ave. to Talboc Rd. Eiv: • Plan Sheets W-7 - N-9 20" D.I. Class 53 Tyton Joint Pip with Polyethelene wrap at t` t Sixty-five dollars 6 .00 33,80p.00 1. 520 L.F. Per Lineal :oot 16" D.I. Class 52 Tyton Joint Pip with Polyethelene wrap at Twenty-tive dollars 6 twenty can a 25 .20 64,260.�1 2. 2,550 L.F. Per Lineal Foot i6" D.I. Class 52 Ball 8 Socket Joint Pipe with Polyethelene wrap at One hundred eighteen dollars and thirty cents 11 .30 51,105.00 3. 432 L.F. Per Lineal Foot y 12" D.I. Class 52 Tyton Joint Pipe i with Polyethelene wrap at Nineteen dollars 6 thirty cents 19.30 17,563.00 I 4. 910 L.F. Per Lineal Foot 20" Butterfly Valve (MJ; ',n .z- Vault with 48" access manhole at I j Thirty-five hundred twenty-five rollers 6. 1 Each Per Each I 3525.p0 3.525.00 16" Butterfly Valve (MJ) in I i Standard Conc. Vault at Nineteen hundred dollars 1900 00 51700.pv 6. 3 Each Per Each i 12" Gate Valves (MJ) in Standard Conc. Vault with 1" Bypass Valve Assemblies at , Thirteen hundred twenty-i -ve dollars 1325`00 ,650.,,o 7. 2 Each Per Each I i xn i Group 2 SCHEDULE OF PRICES (sots: unit prices for all items, all s$tonsions and total amount of Did must D< shown. Show unit prices in tot:, wo.ds and tiyorux and where conflict occurs the written or typed worda Snail prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE )+MOUNT NO. QUANTITY fUrut Price$ to to written in wurd$ DOLLARS CTS. DOLLARS OTS.� Water Main Schedule 11 , Cont'd 5" MVO Fire Hydrant Assembly (MJ) I e 5' Bury at Twelve hundred dollars 12od.00 25,2 .00 7. 2' Each Per Each Concrete Blo king at Seventy dollars 70 � 1,4 I.00 8. 20 C.Y. Per Cubic Ya,d 3/4" Shackle Rods at One dollar .00 6001.00 9. 600 L.F. Per Lineal Foot 24" Steel Pipe Casing 1/4" Wall in Open Trench at i Fifty dollars 51.00 2,000 00 10 140 L F Per Lineal Foot 20" Steel Pipe Casing, 1/4" Wall in Open Trench at Fifty dollars 5 ,�'�I� 11 60 L F. Per Lineal Foot _ Crushed Rock Surfacinq Base Course $Twelve dollars 12 00 240.00 12. 20 Tons Per Ton i Asphaltic Concrete Pavement i Patching at , 12`00 3�0.00 13. 30 Twelve dollars Per Square Yards S.Y. Sub-Total 5.4d Sales Tax S 17 353 98 TOTAL water Main Schedule 11 IS 260 64 1 t F taf "TM6+ry r Li 5 Group 2 SCHEDULE OF PRICES (note: Unit prices for ail items, 411 extensions and wu1 amount of "- bid m c b shown. Shaw .+nit pr4ces in both words And figure+ and where cunfllct occurs the written or typed wor:E snall prevaii.) IITEM A.PPROX. iTLM WITh UNIT PRICED BID UNIT PPiCE AMOUNT ' NO. QUA14TITY art4c Prices to be wr_ttrn in words DOLLARS CTS. DOLLARS CTS. Water Main Schedule II I + Lind Ave, 46+34 to 90+65 S.W. 34th - S.W. 41st Plan Sheets W-3 - W-6 16" D.I. Class 52 Tyton Joint Pipei if with Polyethelene wrap at '- Twenty-two dollars 6 ninety cent 22i90 103,0 0.00 ,i± 1, 4,500 L.F. Per Lineal Foot 12" D.I. Class 52 Tyton Joint Pipe k. with Polyethelene wrap at Seventeen dollars 6 fifty cents 1,,, SO 56,000j00 ' a 2. 3.200 L.F. Per Lineal Foot i ,:i... 10" G.I . Class 52 Tyton Joint Pipe With Polyethelene Wrap at j Fourteen dollars 6 eighty cents I W 80 16.576�00 3. 1 ,120 L.F. Per Lineal Fact 16" Butterfly Valve N) in I ` Standard Conc. Vault at Nineteen hundred dollars 1900 On 9,500.E 4. 5 Each Per Each I Valves (MJ) in Standard ault with 1" Bypass Valve : _ Sties at Thirteen hundred twenty-Elva doll re 132 00 13,2400 5. 10 Each Per Each r� 10" Gate Valve AssemLl 'es at Five hundred twenty dollars 520.DO 16,120�.00 6. 31 Each Fer Each i ♦ lj z'i Group 2 SCHEDULE OF PRICES (Vote, Unzt Prices for all Item , all wpt.,rstons and total amount of bld Must be s:.own. Show unzt Psi oea in math words and flyuror and wnere oonfliot oeoua. the wrzttr., or tWpotj wordy shall pre.vail.) ITEM APPR' X. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Pzlces to dr wratten an words/ DOLLARS CT6. UUL"RS CTS. Watar Main Schedule i - Cont'd 10" D.I. Class 52 Tyton voint Pipe • with Polyethelene wrap at Twenty dollars 20 9.200[00 i 2. 1460 L.F. Per Lineal Foot i 12" Gate Vales (MJ) in standard cone vault with 1" bypass valve assembly at i Thirteen hundred twenty-five dollars 1325.00 10,600I00 3. 8 Each Per Each 10" Gate Valves at Five hundred twenty dollars 320. 6,760 ✓D 4. 13 Each Per Each Fire Hydrant Assemblies, 5' Bury NOT including auxilliary gate veTves at tight hundred dollars 800 00 12,000(00 5. 115 Each Per Each II Concrete Blocking at Seventy dollars 70 00 71.00 6. 10 C.Y. Per Cubic Yard 3/4" Shackle Rod at One dollar 1 00 3 00 7. 300 L.F. Per Lineal Foot i Sub-Total i 5.4% Sales Tax 1 2,671.92 TOTAL Water Main Schedule 1 S 52,15 .92_ I Group 2 SCHEDULE OF PRICES motor Unit prices for all hear, all estd.viaus end total amount of biJ must be a:,uwn. Show unit price• an u)th weds and fiywres and dnere conflict occurs the written, or typed words shall Prevail.) , ITEM APPROX. ITEM WITH UNIT PRICED BID UUIT PRICE AMOUNT NO. QUANTITY unit Prices to be written in worasi DOLLARS CTS. DOLLARS CT5.1 Water Main Schedule - Cont'd e 10" D.I. Class 52 Tyton Joint Pipe with Polyethelene wrap at Twenty dollars I 20 �(l0 9,2 00 i 2. 460 L.F. Per Lineal Foot 12" Gate Valves (MI) in standard I i cons vault with 1" bypass valve assembly at Thlrceen hundred twenty-five dollars 1325�00 10,600100 3. ) 8 Each Per Each 10" Gate Valves at Five hundred twenty dollars 520.DO 6,760 00 _ 4. 13 Each Per Each Fire Hydrant Assemblies, S' Bury NOT including auxilliary gate Yves at Eight hundred dollars Soo 00 12,000 00 S. 15 Each Per Each Concrete Blocking at j Seventy dollars 70`00 7 .00 6. 10 C.Y. Per Cubic Yard 3/4" Shackle Rod at I One dollar 1 00 300.00 7. 300 L.F. Per Lineal Foot f Sub-Total , S� �49.410 -00 5.4% Sales Tax S 2,671.92 _ i TOTAL Main Schedule 1 S 52.15 .92 i P 1 Group 2 SCHEDULE OF PRICES (socaf Unit Pr1C05 for ail 1tum, all ✓YCenJ10nI aoJ c0[al epVJnC .JY Did must oe shown. b"w unit yracu in loth words and figure- and where aontlicc occurs tna writes, or typed words an411 pr-vaa i.) ITEM APPRO%• ITEM WIT" UNIT PRICED BID UNIT Ph1C1: ;V40UM�T N0. gUANTITY unit Fracas co be wuicen In words DOLLARS TS. DOLLARS CTS.I Sanitary Sewer, Cont'd Schedule B Pipe 12" at -' Thirty-seven dollars 4 sixty cant 37.160 86,480. 9, 2,300 L.F. Per Lineal Foot _ Schedule B Manholes at I one thousand ninety dollars 1091 00 38,150.pO 10. 35 Each Per Each I i Lift Station Complete I Twenty-two thousand, three hundrs 22,343. 22,343.yu 11. 1 Lump Sum forty-three doll&Fer Lump Sun I II Television Inspection of pipe in place at Ninety-.hrea hundred ten dollar 931100 9,310 00 112. Lump Sum Per Lump Sum 1 5 E10, Sub-Total $ 32,944150 5.4% Sales Tax -- -' —' I 643,027 90 TOTAL BIO Sanitary Sewers $ Water N3in Schedule I Lind Ave. 0.00 to 43*34 P-an Sheets W-1 - W-2 12" D.I. Class i2 Tyton Joint Pipe with Polyetne,tno wrap at 72 00 9,920. Thirty-two dollar !}0 1. 310 L.F. Per Lineal Foot II I 1 GARDNER ENGINEERS, INC. >CONSULTING ENGINEERS/SURVEYORS/Est. 1883 Amtk aYlNma ReRthOuw. SRAeIe,wnMnpon 99104 TANphoro(206)6245265 3... k . 7 March 1979 File: 1379 5: Mr. Ron Olsen City of Renton 200 Mill Avenue South Renton Washington 98055 Re: D.H. Orillis Industrial Park Water System, Comprehcisive Plan Dear Ron: Enclosed for your use is the water system comprehensive plan for the Orillia Industrial Area. Please note that the tie line between 80th S.W. and West Valley Highway Se Shown to be constructed by B. R. Developer Extension. This is contingent upon participation by the City, possibly through the refunding of acreage charge within the development. We also show the inter-tie between the S.W. 30th - S.W. 31st Cul-de-Sacs across Springbrook Creek. In the system analysis performed by RH2 Engineering, three alternatives were examined (Ref'. RH2 Report of 31 January 1979, Table 3). We believe that if the 80th S.W. West Valley intertie is made that the B.W. 30th S. W. 31st line is not of sufficient benefit to warrant construction. In that case the plan would be revised to include looping of the Cul-de-Sacs back to S. W. 34th. Yours very truly, GARDHER ENGINEERS, INC. h Mortimer H. Thomas MHT/bet Eric. cc: Heil Kretzer MORTIMIN K TWIMAA • Il1Ul I HF99ANK - A Said M ANNIP" 1 1 LOCK[ • W I IVRAKI AMM"RNA AMMCeo CIs,KAAy fiwMa Csoner[ .IMpW.bANK,d Chu Inpnwn I~lw,Ysrl ASIon,✓on el WAIAAy On F , 1 �. ..6i tit r a \ r''.. ♦♦ ti iq• 4•, x- - Jz , 47 � ei ; •1 fi ,Nj � �..� � � � f 31 1 . .-} • rr� �xhiblt A -� -} RIFN-TQNI K►NCI C&vNTV R , t!La��Jt N.I. I ILA VZT .Io Z Ra - s r + !S`"J'••'1 .,L::i.; c~�vivrnitn�.,.;a .l1., � --. �- �NiEi� �1.•iL ...+. '• - ice• �� , ,, :�'�+. ♦ �'\ \ t rl rn \ Y'* cgg L + b - BURLINGTON NORTHERN Lobby 2 art. Mt Central Building <s: INDUSTRIAL DEVELOFMENT AND Seattle,Washington 98104 + PROPERTY MANAGEMENT DEPARTMENT Telephone 12061 625 6682 Mr. Warren C. Gonnoson. P.E. M"-A 9, Im x` Public Works Director Public Works Department City of Renton a Municipal Building 200 Mill Avenue So. Renton, Washirgton 98055 Attention: Mr. Dick Haughton J '•'. "',4i•" Dear Mr. Goanason: Please be referred to meeting held February 26, 1979, with you and representatives of the city, regarding two main feeder water lines that serve property south of Highway No. 405. Attached hereto for your reference is ,.a int with wader line indicated thereon and as we had discussed at tr,at meeting, the description would be very simple in that it would cover a ten foot wide easement located in Government Lot 1, Section 19. Township 23 North, Range 5 E. , W.M. , Icing County, Washington, and being indicated in red on the attached print. I also checked out any other permits cr lines within this area and Permit No. 94E94 and 86866 appear to be outside of the area sold to Mr. Wells. It will be appreciated if you would prepare an easement, in form satisfactory to the city, being in favor of Duane Wells, Inc. , and return same to me and I will attempt o have it executed on hie behalf. Very truly yours, /yfC`���Ms91C / AMA. iwlMuger, Property Management All. Nt Mr. Ron Olson Engineering Division Public Works Department City of Renton -- Municipal Bldg. 200 Mill Avenue South Renton, WA 98055 File: Lease No. 91036 (�:.c �- 4)4- GARDNER ENGINEERS. INC. CONSUL—.6 'NGINEERS / PLANNERS , SURVEYORS Sinca 1883 AFctIC Building Pane,ouw, Seattle. WaehingMn 96104 Telephone (2061 624 6266 Suits 602, 1130 Union Mail, Honolulu. Hawaii 96813 Telephone 1808) 521.3141 TO' / 1 K 1!a 00 DATE RE 04 'l ATTN .00 WE ARE SENDING YOU, ATTACHED ❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEM CC PIES DESCRIPTION 15 THESE E ARE TRANSMITTED AS CHECKED EIFLOW: �J FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT_—COPIES FOR APPROVAL /❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT_.._.—COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑ PETURNF.D FOR CORRECTIONS ❑ RETURN_—._CORREC'ED PRINTS ❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO, SIGNED --- t w i1 a vt x . rV Mr. Ron Olsen 15 March 1979 Page two 4 f t r{) implementation of these solutions. It is necessary therefore that you be consistent with them 1n your requirements for the individual lot .._. . '� developer's water main. The above mentioned north-south line in the mid block between Lind and East Valley is necessary and if it cannot be s eventually extended south to B.W. 41st it should be compensated for with other construction. The main in the S.W. 39th cul de-sac vest from Lind Avenue shoule also be extended to connect to S. W. 41st as far ; '. �1 vest as possible. Any mains adjacent and parallel to Springbrcok Creek or the P1 Channel should extend the full length between streets. z: After the mid block line between Lind and Fast Valley, the basic gri-i of Division II with the S.W. 39th cul-de-sac Sntertie are constructed as 12„. The remaining easement lines can be 10" or in special ' r circumstances 8" if computer analysis indicates the fire flow can be met and if they are intertied. All the lines parallel and adjacent to the drainage channel should be 10" minimum. Very truly yours, GARDNER ENGINEERS, INC. MRT/bet Mortimer N. Thomas W-414- GARDNER ENuINEERS, INC. 1CONSULTING ENGINEERS/SURVEYORS/Est. 1883 Arctic ewWins pRnthf M. SOWN,Washlnpin 18104 Tolepho,o(206) 624.5265 i5 March 1979 File: 1193 Mr. Ron Olsen City of Renton a 200 Mill Avenue South Renton Washington 98055 . Re: Or1111a Industrial Area Water System Design Dear Mr. Olsen: You requested additional input from us on our design concepts for the overall water supply system in the Orillia industrial Area. Originally the Lind Avenue main was pla-aed as the backbone of the system and was sized as 24" pipe. The logical layout of industrial tract with rail service lines and the retention of the Springbrook Creek as greenbelt resulted in very large blocks with several cul-de-sac streets in the B.N. projent. In discussing the effects of the lot/street layout on the water system and reviewing computer analyses with you, the following solutions were - thcught desirable: 1. The Lind Ave. 24" line could be reduced to 16" resulting in both direct savings in main costs sad significant indirect savings in gravity utilities because of the reduced pre-emption - by the water main of the narrow vertical envelope available for their installation. 2. The cul-de-sa^z and large blocks were not acceptable without addition: looping through easements. 3. Additional north-south capacity was nece,aery in the mid-block between Lind Avenue and Fast Valley Highway to compensate for the reduction to 16" on Lind Avenue. The final design of the Lind Avenue LID C502, including S.W. 34th and S.W. 41st and the planning of the Division II system is based on the MORTIMER H T"OMA! • ALUERI J "EaRA"A • ALBERT M.Milt T1 I J LOCILE • W T SVRM.E AMOAAII n4R A.R vo ConruX4.p ea,,i n Councll: Amonnn Soel f,Of CM11!nlmun: EAM AunAYon A... iron 01 A'unlnyNn Y 1 GARDNER ENt�EERS, INC. �, CONSULTING ENGINEERS/SURVEYORS/ESL 1883 A.cDe BWWme wnu+ouu. fiotbe,Wnnlneton 98104 TNs�nont(206) 62445265 17 November 197E Warren C. Gonnason, F.E. Public Works Director City of Renton 200 Mill Avenue South Renton Washington 98055 Be: Oriilia Industrial Perk Water System Dear Mr. Goonadon, I am repVing to your letter of November 7, 1978 regarding the above subject. The water main plan for Orillia Industrial Park submitte9 with the preliminary plat is a comprehensive plan intended to ensure the orderly development of the industrial park's water system. To that and certain water mains appear which are not in public rights of way. These lines are shown for the purpose of guiding the devclol- ment of the interns: systems required under Renton's fire hydrant ordinance. As n exaxple in the mid block area between S.W. 29th and 3.W. 34th it is aesirable to loop the five lines to provide a north- south connection between the streets rather than looping back to the same street. The schematic attachment to you letter is not correct. The latest computer moael is based on 3 - 12" lines between S.W. 29th and S.W. 4J.st. These were to have beer East Valley, mid-block, and Lind Ave. Lind Avenue is now being constructed as a 16" whicr. is the equivalent of twc 12" lines. The system will therefore have the modeler capacity. lr. addition the benaroya project is installing two 12" Cohhections between 41st and 43rd where one was modeled. This gives one 16" and four 12" aorta-south lines or 505 more than the mode:. ' 4 1f h• After the remaining portions of Rsaton's syrta.: art installed, part- icularly East Valley, S.W. 27th and Longacres Parkway, there will be "� . ample capacity vitnout use of loops generated internally. It appears reasonable tbat if this occurs in timely fashion such loops as the line across Springbrook from S.W. 30th to S.W. list be eliminated. You also mention.: Lae S.-. 19th water main being installed under LID N302, which is a sepLrate issue. This very expensive line benefits the Z� '.. entire area but its costr are beinr borno by Burlington NOrthern property T . Fr' • rA� ,. . ., .. • I. . .r non. LNrr. .. wr. . r.n �*<<. a • i F �j �r . ... .. n .- a 'f.fr.-..Whvx26A�dPdIGpYih v.p�.�•w.Y•� •'Y W A'Aab^...N i..�iYN'.. . .. ... .. fe..''ng4a • J. •IPI. ,4u4: . ..'^------------- ----------------'"---- ---...._.------_-..._....,.._._.jJ4 •365 36) 304 3Ju, �.J , 14a200 42,99• • 0.27 n,o3 n.0 396 363 365 too, 5. J .145100 4o.e2 0.56 u,OS 0,5 • • 307 167 306 1100. 3,0 .J73203 (',30 U.16 0.09 0.0 340 3e7 361 1350. 6,0 1112100 12.60 9,14 U.09 0.0 349 367 366 300, "If) .145200 td.12 n,21 0,02 0,0 • 190 365 367 1201), e,o .145200 43.32 0.49 0.49 0.4 J91 364 366 S3oU. 6.0 .&MOO 43.67 0.30 0.54 0.4 392 366 309 300. +.0 .145200 Sl.44 0.63 0.20 0.0 393 355 369 lino. 4.3 ,IsS2(;f1 47.22 0.54 0.63 0.4 J94 369 370 Soo, 0.) .14S200 15.12 9.16 0.02 9.0 • 195 369 602 400. 6.0 .145200 60.60 0,92 0.03 103 396 370 372 no. e,u .t45200 SO.46 C.57 0. 1 0.! • 397 354 370 MO. b.0 .145200 41.05 0.47 0.46 0.1 • 396 353 312 13So, 6.1 ,141120O 33.77 o,36 0.34 n,; b 399 372 373 45J. n.J , t45200 77.45 0.36 0.56 1,J 400 601 119 700. 12.0 .0614on 26b.24 0.76 0.20 0,1 lot 352 373 1400. 12.0 .Jti1609 120.20 0.34 0.09 0.1 • $02 374 144 11u0. 12.0 ,obt2uo 229.44 0.65 0.30 1., • 403 343 315 1600. 14.0 .112100 2107.00 4.19 13.10 13,! • 404 376 314 400. t2.0 .Jb1200 23S.04 1.67 0.09 0.; • • 405 377 376 950. 12.0 .061200 240.24 0,66 0.22 0.; • 4J6 376 377 1150. 12.0 .J55200 172.23 0,49 0.14 0.. 0 401 363 377 1000. t2.0 .046200 73.22 0.41 0.07 I.' • 400 378 393 2600. 12.0 .tl52200 79,42 0.22 0.01 0.' , • 409 379 376 325. 12,0 . 159200. 255.04 1. 13 0.90 0.' $10 379 340 510. 14.J .055200 5.20 0.'31 0.00 0., • 411 341 3d2 11,10. S.O .112200 S,30 (3,07 0,"1 n. 4t2 341 342 500. 1b,11 .422200 t721.26 2.76 0.97 I. ill 369 3f6 200. 12. ) .)76200 1531,26 4.34 .91 -4. ' 414 396 332 50. 24. ) .076200 S202.51 3069 0,14 2, 415 344 342 400. 15.0 , 122200 0.00 o,00 0,00 M. • 440 159 391 44J. 1.0 .14S200 21.2d 5.2-4 O.U4 U. 421 392 391 loo, 4.4 .010200 93.e4 0.60 0.07 0. $22 395 342 47s, I.n ,0t0200 41.64 n,0 0.11 �. • 425 1441 19S *00. 12.0 ,010200 93.04 u.27 O,ul �. • Sot 501 S02 v4O. 12.9 .010200 171.97 0.50 0,06 ^ So 502 513 701. 12.0 .010200 432.91 1.23 0.36 n. • 5113 504 501 120. 12.0 .0t0200 1)f0,l; 0.31 0.03 U. • 3wT 5 $04 600, T'7��-...,6,, ,0t020o 160.19 1.51 0,07 0. • U 507 SO3 700, �.`,7 .010200 362,43 1,03 0.26 0. • S1 ) S09 507 13o0. .J10200 362.43 1,03 0,46 9. • • 511 S09 Sul 2000, 12,0 .U10200 254.94 0.72 9.36 J. • 512 509 5OR 7Oo, 12.0 .OtO200 $4,04 0.12 0.01 0 513 510 S09 e40. 17.0 .U10200 7.70 0.02 0.00 • • S14 Sit SO9 1460. 12.0 .010701) 291,20 0,43 0.36 D. • 515 Sit 506 IOso. I2.'/ .0t0200 3114.39 0.90 U.30 1. • 517 25 S12 401. 12.1 ,01n200 319.39 0.90 o.12 ^. • • Sid 25 511 710, 2u.0 .042400 522.19 0.53 0.U6 . • 519 S13 29 46o, 21.0 .016100 acJ,tl6 0.60 9.03 0. • 514 547 S24 IOJO. 12.0 010200 693.01 1.94 1.23 1. • • • r � M r I1 S1! �5 fib, l v s- �I I � I t .4 = y w r I y 4 only. "%* City is participating by in the amount ' f $85,000 represented by the Division I area charge and to allow &arlington Northern to recover any latecomer's charges. I believe this vas necessary to achieve equity in the distribution of costs. In any event It is not germane to the present question. a Very truly yours GARDNER ENGINEERS, INC. Mortimer H. Thomas 19 Icilh Eacls. GARDNER ENUINEERS, INC. NSULTING ENGINEERS/SURVEYORS/Est. 1883 AMebe au4ainE penthouse Seattle, Waahl"Elon 98104 Tatephcne 1206) 624 ISM 11 November 1978 Warren C. Gonnason, P.E. Public Works Director City of Renton 200 Mill Avenue South Renton Washington 98055 R Re. Orillia industrial Park Water System Dear Mr. Goanason, I am replying to your letter of November T. 1978 regarling the above subject. The water main plan 'or Orillia Industrial Park submitted with the preliminary Flat is a comprehensive plan intended to ensure the orderly development of the industrial park's water system. To that end certain water mains appear which are not in public rights of way. These lines are shown for the purpose of guiding the develop- ment of the internal systems required under Renton's fire hydrant ordinance. As an example in the mid block area between S.W. 29th and S.W. 34th it is desirable to loop the five lines to provide a north- south connection between the streets rather than looping back to the same street. The schematic attachment to you letter is not correct. The latest computer model is based on 3 - 12" lines between S.W. 29th and S.W. 41st. These were to have been East Valley, mid-block, and Lind Ave. Lind Avenue is now being constructed as a 16" which is the equivalent of two 12" lines. The system will therefore have the modeled capacity. In addition the benaroya project is installing two 12" connections between 41st and 43rd where one was modeled. This gives one 16" and four 12" nurth-south lines or 50% more than the model. After the remaining portions of Renton's system are installed, part- icularly East Valley, S.W. 27th and Longacres Parkway, there will be ample capacity without use of loops generated ]eternally. It appears seasonable that if this occurs in timely fashion such loops as the line across Springbrouk from S.W. 30th to S.W. 31st be eliminated. You also mentioned the S.W. 19th water main being installed under LID #302, which ie a separate issue. This very expensive line benefits the entire area but its costs are being borne by Burlington Jorthern property MORTIMER N TNOMAS • ALNFRT I HERMANN • M-SERT M.ARNETT • L I LOCKE • W T $PRAKE ATINIOI w/M AmedI an C0.40NI IE En/InN/O COW4/I: AMO IuIn ESCNCy 0I CW/I EneuOery, LOM Sumoyon;AMOCIOIMO OI WRIMeylen fivy, OF Rp A:4 ;� do PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 235 -2671 p ii MUNICIPAL SOLOING 700 MILL AVI. 90. RINTON•WALK Mpr P b PQ 0 SE P,E� CHARLES J DELAURENTI l,m• ,pry 25, 1979 ' I MAYOR e a Gardner Engineers Artic Building Penthouse Seattle, WA 98104 Attention: Mortimer Thomas, P.E. Subject: Orillia Industriai Park Div. dl - Water System ' 4r' Dear Mr. Thomas: ?' - r`7 I«° Apparently there is still a misunderstanding as to who's responsibility it is to install the 12" water main between SW 29th and SW 34th St. loca- ted between Lots A, N5 and a9 and H4 Block #1 Burlington Northern •' �I� Industrial Park of Renton. A meeting was held with the attorney, Carl A. Johnson, representing f Garfield Auto Freight, owners of Lots h4 and M9 of the aforementioned plat, today. He stated that no agreerrwnts for the installation of this water main have been made between his client and Burlington Northern. In our previous discussion about this water main with you, it was our under- - standing that Burlington Northern did have agreements with the adjoining property owners to install this main. It has now been determined by the City that this water main Installation is Burlington Northern's plat responsibility. As previously stated in our letter to you dated November 7. 1978. (Copy attached.) If you have any questions on the above, please contact this office. Very truly//y�'fj�+rs, Warren C. Gonnason P. E. Public Works Director RLO:pmp cc: C. A. Johnson a. Attachments 1: i k City of Renton Page 2 7 February 1979 S70.71 The alternate of penetrating the side wall immediately above the wall footing would involve breaking through the 16-inch- thick wall and its steel reinforcement. The outside of the pipe should be at least one foot above the top of the wall footing. Centerline elevation of a new 24-inch pipe would s be about 183.25. Additional reinforcing steel and concrete would be required around the new pipe to repair the breach in the wall. This would probably involve formation of a structural concrete patch on the inside of the reservoir which would need to be out of service for perhaps two weeks. The new pipe might be continued clown the sloping hopper to the bottom floor slab. This would enable the maximum possible amount of water to be withdrawn by creating a siphon action. Before adopting that method a review should be made of its effect, if any, upon the operation of pumps in the new booster station. Our discussions indicated that the City might not require an altitude valve on this new 3. There should, however, be a shut-off valve in a deep . At immediately outside the reservoir wall. It is possible that the vault could be built with the wall footing to serve as the vault floor. Its walls might provide structural support to the wall or a concrete pipe vault might be more economical overall. We would be prepared to determine the most viable alternate and to provide drawings and brief specifications for the recommended construction up to and including the valve and vault. Shop drawings would also be processed. In view of the importance of the work on the inteqrity and watertightness of the reservoir we would also make two trips to the site. The first would be to meet with the City and the contractor on site so that the intended work could be discussed and approved. The second would be on the day that critical repair concrete was to be poured. If the above proposal is acceptable, please instruct us to proceed. Sincerely, �l Barry Barnes Senior Projects Consultant jp CH2M : HILL -11 Ieers pianfxKs of ununisr, u re•ntists 7 February 1979 S70.71 City of Renton Municipal Building 200 Mill Avenue South Rc.r...n, Washingf.cnf 98055 Attention: Warren C. Gonnason, P.E. Director of Public Works Subject. Talbct Reservoir - Inlet/Uutlet Hydraulic Capacity This letter is to confirm the discussions in your office on 31 January 1979 with na 1 to increasing the hydraulic capacity of the inlet/outlet facilities at the above reservoir. The total demand which will be placed upon the distribution system by the proposed fire requirements in the valley area, plus the new booster pump station, will be greater than was anticipated when the reservoir was designed. It will be necessary to increase the inlet/outlet hydraulic capacity starting inside the reservoir. It is not essential to provide increased capacity to allow withdrawal of all water from the reservoir. Alternate methods of obtaining the desired capacity would involve penetrating the reservoir structure either immediately below or above the wall footing which is at higher elevation than the floor. The location in plan will depend upon the intended additional connection to the existing distribution system in the vicinity of the reservoir which the City will determine. The intended position would need review to adjust for possible structural considerat'.ons. It would be relatively easy to penetrate the 6-inch sloping concrete slab of the hopper bottom, insert a new inlet/ outlet pipe and repair the slab. This method, however, would call for jacking beneath the wall footing and inclined slab for a distance of almost twenty feet. The nature of the soils is expected to be such that the work could be accomplished without undue risk to the reservoir structure but tunnelling would not be acceptable. A casing pipe would have to be jacked in. RLWVLU FEB 9 1" swnb owe. Will fifth 1vrn.w 51 IWll..vu. W"h�NftnWYM lllh/KWWW nt h Of REIVA Z PUBLIC WORKS DEPARTMENT � ENGINEERING DIVISION235 -2631 MUNC 'L BUILDING 200 IAILL AVIE 50 RkNTM,WA tN NOBi 4D SEtIP February 15, 1979 CHARLES J. 0ELAURENTI MAYON Gardner Engineers Artic Building Penthouse Seattle, WA 98104 Attention: Mortimer H. Thomas Subject: Orillia Industrial Park Division 62 Dear Mr. Thomas: While revs, ding the fire flow requirements for the above referenced plat is has come to our attention that one of the two main feeder lines for the Orilla area will have to be removed, This line crossed the Burlington Northern right-of-way between SW Grady Way and SW IOth St. at Maple Ave. SW under Northern Pacific permit #91036 dated 1961. This permit has been cancelled and the property sold, leaving the City without legal right-of-way for this water main. To meet the fire flow requirements for division 2 this line will have to be removed ano relocated, unless easement to the City car be obtained from the new owner. Please submit your plans for opportunist osothe tutilities we may complete ease- ment for review at your y the review process for Division 2. Very truly yours, Warren C. Gonnason, P.E. Public Works Director RLO:pmP P" Y', METTEM r 1T[ARQU�.SSGAI�V1?QQ, W-474• GARDNER ENGINEERS, INC. CONSULTING ENGINEERS , PLANNERS I SURVEYORS 5mce 1883 Arc"60110Mq PM6,OUM.SRFttb. WAMln~9610E ToloPhOMI 12061 624.5266 Su11R 602, Mill Union MRII, Hmolulu, Hall 95413 Telephone IB0B) 521.3141 TO -e.4 , -1. DATE, ° G '7 JOB ND, /1 9 3 -- RE- WE ARE SENONMVIOU, D []UNDER SEPARATE COVER VIA THE FOLLOWING 1 1 COPIES DESCRIPTION — / L. vv 7 THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT.___.. COPIES 1`011 APPROVAL ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT._.. ..COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN_-._.._._CORRECTED PRIRT6 ❑ FOR REVIEW AND COMMENT ❑ .. ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS --- -- ----- COPY TO, NMI( CO" /'rk�nA�,• { i %crrr /3ay►.cr�cvr �''v�.. Inc /� ,235 x s'S/� 24, -72, ©G i f, y T 1 � BID SUMMATION Group 1 Lind Avenue Total Bid $1,948,133.00 S. W. 34th S.W. 41st et al. Total Bid 3 568.1,94.06 Group 2 including sales ta: 643,027.90 Sanitary Sewers Total Bid Water Main Schedule I = f Water Main Schedule II f 260,649.98 Water Main Scheaule III = 289.,'6.99 Total Bid LID M302 Contract B 0 3,761,633.85 ✓ ' k f,CYP ' OF ADDENDUM N0, 1 is acknowledged. TV, UNDERSIGNED BIDDER P.S..F't::2T ACREPS TO START CONSTRUCTION WORK ON THIS PROJECT IF AWARDED BIN, WHEN DIRECTED AND TO COMPLETE WITHIN THE NUMBER OF WORkDIG DAIS SPECIFIED UNDER :;cCTTON COMPLETION TIME ON PACE SP 12 OF THE SPECIAL PROVISIONS. DATER AT Seattle, Washington .THIS 22nd DIT 01 Augu*t 1978. STCNED �—� � ���✓.�- _• TITLE Prealdent NAME OF COMPANY Frank Coluccio const , :tion Company ADDRESS 9600 Empire Way South Seattle, Washington 98118 Group 2 SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions and cntdl amount of bid must be :shown. Show unit prices in boc' words and ttyure� and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY unit Prices to be written j . words DOT.LAP5 CTS. DOLLARS CTS, Water Main Schedule III, Cont'd a Bank Run (,ravel for Trench Backf111 at Four dollars 4 00 6,000 00 16. 1,500 C.Y. Per Cubic Yard Bank Run Gravel for Fill Construction at Pour dollars 4I00 17,600. 0 17. 4,400 C.Y. Per Cubic Yard Unsuitable Fill Removal West of Lake Ave. at Three dollarq 3 00 22,500.pO 18. 7,500 C.Y. Per Cubic Yard Seeding of Unsuitable Fill Removal Site at One thousand dollars 1,00 .00 1,000.QO 19. Lump Sum Per Lump Sum Asphalt Con rate Pavement Patchir,g at Six dollars I 6 00 6,oU0. 0 20. 1 ,100 S.Y. Per Square Yard Crushed Rock Surfacing Top Course at Nine dollars 6 fifty-nine cents 9 54 2,397.�P I 21. 250 Tons Per Ton Sub-Total $ 274,646.10 5.45 :ales Tax f 14,830. 9 TOTAL 810 Water Main I 2N9,476. 99 Schedule III I $ L OF RF'1, � a O PUBLIC WORKS DEPARTMENT ib MT Z ENGINEERING DIVISION 235 -2631 aMUNIC*AL aUI LOING 200 MILL AVE SO. RENTON,WASH.IMIM p 'O P �4yf0 SEPt O May 25, 1978 CHARLES J DELAURENTI 115 r 'F MAVOR Mr. M. H. Thomas Gardner 'ngineers, Inc. Artic B`d- Penthouse Seattle, W, 981U4 I Dear Mr. Thoma Reference is made to your letter of May 8, 1978 concerning the amounts of the bond for the various street improvements in connection with Orillia Industrial Park of Renton, Division #I. , The amounts of $125,000 and $175,000 for S.i 29th and Strander Blvd., Lind to East Valley, respectively, are accurate. tlowevvr, it is felt that the estimated construction costs for SW 43rd Lind to East Valley should be reduced to $35,000 and East Valley Highway, SW 41st to Strander Blvd. , increased to $520,000. ,'he total estimated amount of these improvements is therefore $855,000. The bond amount required according to the ordinance is 150t of the estimated construction cost. If all streets were to be bonded the total amount of the bond would therefore be $1,2L2,000. Very truly yours, Dona:] G. Monaghan, P.E. Office Engineer DGM:pep A : @+zY4Vb$�ilr.,Y�fiXe••I+" ,I rtk'+r,C4�. {{..GARDNER EN41NEERS, INC. CONSULTING ENGINEERS/SURVEYORS/Est. 1883 AEctw Building Penthouse, Seattle,Washolgeon 9e104 Telephone 1206)624`5266 14 June 1978 File: 1193 City of Renton 200 Rill Avenue South Renton Washington 98055 's Attention: Rr. Ron Olsen s Re: Lind Ave. et al. —• Gentlemen: Th. present outlet piping configuration at the Talbot Rill Reservoir does nct allow the 5,000,000 gal. of storage to be effectively utilized for fire protection in the valley floor industrial area. In order to " meet level of fire flows required by pending industrial development it will be necessary to Marry out oartain modifications. Lmmisdi,tally the axistiag 12" outlet line should be revised by removing the 12" Cla—Val altitude calve and the interior 12" piping removed from the vertical 12" tee in the outlet sump on. A flange by flare fitting Should be installed on the tee to minimise outlet losses. Capacity would range from 6,000 gpm at water elevation 190.5 to 3,000 gpm at elevation 184=. To obtain additional capacity a second outlet from the :eeervoir will have to be constructed. This could be done most economically by revising the existing 12" overflow to function as a second outlet. This would ga two 12" outlets. Capacity would be 6,000 gpm down to elevation 1801. If a second pipe connection is made to the reservoir it mould be centered at about elevation 182.6 assuming a 20" pipe. This would allow in excess of 6,000 gpm down to water elevetion 183.8t. Very truly yours, OARDMRRG11RERS,JINC. RHT/bet 1110"ems Re Thomas MORTIMER M THOMAS • ALRERT I NERRANM ALeERt M ARNETT • L I LOCKE w t SPR.RE AAW,,W wdh Amnt.n Con.Nane fnpneen Countn Am.en.n Aou.ry 41 CW1 fnpm.n. L.ee lerveyme A...11.11.el W..Anyl.n Cw GARDNER ENGINEERS, INC. CONSULTING ENGINEERS/SURVEYORS/Est. 1883 MCTK ButWIng PMMou", 9,08W[, yy"hW910" Selo( Tologh M"(206) 624 5265 25 Llsytember 19T8 Pilo: 11y! Danalu (:c yy U.b. Piye to Yomdry 2+5L Gtb Ave. i7ou4:.. et -to s IMaitla, vasaiu.;tan 'fGl}:, e M. 43ty of Aa6ton Llnd Ave. LLD #joe deter :,Aius Jear :Ar. de ww reviewed your reyusst to substitute cert%ia Cast iron fittings for moss s,veclfisd on tds atlovo project. Je uo not find toat the yroy000d wu.ae are ey,Lal 'A we oriM,insl yiKn rnd t"y art ttlerefore avt ny,provad. Jotu the 16" x 1U" cross M..I. . F. ... and the 1r" x lU" reducers F.a. are available. 'M'0 will accayt suoatltutidd of 16" x 10" Tees N.J. x P.L. for the cross. Very trdLr Meta Gulwxh LHOU N' 1AL'. AortUwr L. Thoisas MOITIM[e M TN - ALe9R1 / M[e%ANM • ALKW M ARNLTT 1 1 IOCII( W T [MMMML A ft"o M/MM I.M. C�"lmpl n Cou" M AM x LMN6W./Cql/l ylir.n. 4M!Y".IIMI. ,1INelLENn of WWAop[ . I L , t �I i 9 W � 1 f t• IYM r ti ♦ ' I� a •I fJ � rF :, 64 G 5 f ® Egg f 51 1 � L1 ! �A s. r- n v \ Gardner Lalincers . s vz November 5 m. : , you have any _�t;_w o _a , m . anw. we »e , Gwiliasun, P.L. um w:ad ,:__. . 1 . . ¥ . . �� »} • :Sd� O i n OZ PUBLIC WORKS DEPARTMENT gg ENGINEERING DIVISION 235 2631 _ F MUNICIYAII btnLOING 700 MILL AVE SO RtNTUN,tYASN ONebS 9�rr6 SEYtt. _itANLES J DELAUNfNTI MAYOR ✓. :.�.. : - I :"r. , .,rdner kng urecr� d rt iC Ituilding Pent huu,c :.eattie, WA 'JtllUl Attvnticn: `•iortimcr 'fh�ni,n PA .Subject; t)rillia Lrv.lustria! i'.,,i In, . » i - ivatcr 5vstt•m ''•9�'L" r vent Mr. 'rllomas: Apparently, tliere is a mr ,und,r ,t.,ndiu;; to which wnt. mains are , pr the rrsponsibiiity al liw•lwn;too L,n•incrn to install in Utvisiun 91 r, nr ,t SJa. � ..,. � of the aforomntioued dcvelulmsnt . rn 11he water systcAi sizing and :y,pruxiwitc locations were graphically 4i and mathematically aiaulated nn tyre t:ity of henton's water system cui:,puter prograw to show the amutoit, of water that could and would 6, it Ei'.; ,.i• be delivered in lUiviaton Ai and propo, rd I;ivision t2 of Orillia n Industrial Part ,.,I what et•rccts this; awnuit of water consumption • y -� - would have on th, remaining 1,.rtiun of the city's water system. —al , Tbis system was designed to deliver apl-ro,imatoly 5SC0 gpa a � A Jo p,s,i. residual water prv,sure. Attuchvd herewith is a copy { II of Lire final cumputer si:hasatic or the water •,ystvm as well as the , t final on-situ ,.ater sys:em plan as +ubmitt4J to us. 7 p To deliver the required amounts of hater, an off-site watermain was required between Lind Ave, SW and fire 'Talbot 5-million gallon rcacrvcis at South 79th itrcet. 77rc city agr;cd to participate in this watermain il ,tallatlon in the like almrunt of the requirc.i 'r system dcvelopliw•ut clmioe fur water In Division 01 , which is S.01/ sq. ft. of propert,v dcvelopo.l. 'It:c Vubli. Work, department also agreed to support Uurlingtun .':uithw•u'� r..,tucc.t for a late comer's vgrecaant upnni its •w4isittal to tnc I:rt•w opuncil for this installation. si '14 plat requirements with ror.ard to tine water system are as shown un urillia Industriai Park water l+l:.n n+ Submitted as wW 1 as the wateraain in south 19th r:truct. it -liouid a,..., I,, noted that because ' •:oaui wateraain- arc not inrlud,d i;. '%o Lind '„n. L.1 .1. , this, dues not release Uuriingtun f:orth,rn I;,,,. lix ,.-,I of their Installation, 77 r f z ..r. i r, 1 a ` a ol •a ® e .n M Gardner Engineers Page 2 November 7, 1978 If you have any questions, please contact this office. Very truly yours, Warren C. Gonnason, V.E. Public Works Director RO:ad e Attachments •;Tail. rJ t; ?�Yi 4°. o;'d .Ir � .r l„ i; 4' 'i: Or AA�,V. 'J PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 235 2631 .i - MUNICIPAL BUILDING 200 MILL AVE f0. RENTON,MASH.90M GY. b P "oy'rfD scvtE`'d' CHARLES J DELAURENTI MAYOR 'du.criLrr !97B Gardner Engineers a Attic Building Penthouse Seattle, WA 98104 Attention: Nurtimer Thomas, P.E. Subject: 01illia Industrial Park Div. 01 -- Water System Dear Mr. Thomas: Apparently, there is a misunderstanding as to which watermains are the responsibility of Burlington Northern to install in Division el of the aforementioned development. The water system sizing and approximate locations were graphically and mathematically simulated in the City of Renton's water system computer program to show the amounts of water that could and would be delivered in Division sl and proposed Division 02 of Orillia 'odustrial Park and what effects this amount of water consumption would have on the remaining portion of the city's water system. This system was designed to deliver approximately $500 gpm e 20 p.s.i. residual water pressure. Attached herewith is a copy of the final computer schematic of the water system as well as the final on-site water syst•.m plan as submitted to us. To deliver the required amounts of water, an off-site watermain was required between Lind Ave. SW and the Talbot S-million gallon reservoir at South 19th Street. The city agreed to participate in this watermain installation in the like amount of the required system development charge for water in Division sl, which is $.01/ sq. ft. of property developed. The Public Works Department also agreed to support Burlington-Northern's request for a late comer's agreement upon its submittal to the City Council for this installation. The plat requirements with regard to the water vstem are as shown on Orillia Industrial Park water plan as submitted as well as the watermain in South 19th Street. It should also be noted that because some watermains are not included in the Lind Ave. L.I.D. this does not release Burlington Northern from the responsibility of their installation. 3A5 303__-Jn4"•--_� )U.'--4,J . 1 . too•.....4 i.Y9----•• ,17-_-_n,UJ 3q6 363 365 ton, 6.J .14520e 49.64 0." U,05 0.! • 347 107 Job 1400. l,n .J13100 b.JO U.16 0.09 O,t J40 Jul J91 1150. h.d ,tl2700 t1.60 1.14 u.OS O,t 149 J67 J68 J00. ^.n .I 452tro td.12 n,21 0.02 0,t . 140 J65 367 1204. e.0 .t4S200 4J.J1 A.49 0.49 0., 191 364 JOS 1JOu. 1)..) ,1 )3700 43.67 0,50 o,54 0., 392 168 309 300, e.0 .145200 S5.49 0.o) 0.20 0.4 • • 343 455 369 13n0. ,.) ,1452Gn 47.22 0.54 0.63 0., • J94 369 370 30o, 0.) .1452 UO 15.11 0.18 0.02 0.1 39S 369 602 600, b.l .145100 d0.59 0.92 0.81 1.. 196 310 372 3(1U. h.0 . 145200 $0.40 0.57 0.17 0.! 0 397 354 370 13J0. 0.•) ,t4S200 41,05 1.47 0,46 0.1 • 394 353 371 lino. 6.0 .14S200) 3J.77 1).is 0.14 0.: . 149 372 373 450. 0.0 .145200 17, 4E 0.18 0,58 1. 400 601 319 7nn. 11.0 .06190n 266.24 0.76 0.90 0,' 401 152 373 1401, 1.2.0 ,Jsl@01 120.20 n,J4 0,09 11. • • 402 374 444 1100. 12.0 .0612uo 2".44 0.65 U.JO 'I. 4n3 34) J75 16,10. 14.n .tI2200 20 00 4,18 13,10 N. 0 404 J76 374 440. 12.0 .)01100 235.04 ^.67 0.09 n. • 405 377 J16 750. 14.0 .061200 240.24 3.60 u.22 0. • 406 374 377 1150, 12.0 „155200 172.13 1. 44 0.14 n. 0 407 303 317 1000. t2,n ,04629n 73.22 0.11 0.07 1. 400 178 J93 2600. 12.0 .052200 79.41 1.42 0.07 .1. 0 469 J79 3711 325. 12.0 .055200 2SS,04 1.73 0.08 0. 410 379 340 SAO. 14.4 .OSS200 5.21 0,01 0.00 ^. • 411 341 Jd2 1140. 41.1) .112200 5.30 0.07 0.01 412 341 342 S00. 16•11 ,U22200 1721926 J,73 4.97 1 . I11 345 Jib 200. 12.1 .376200 1531.26 4.34 1.91 4. • 114 J86 332 So, 14. 1 .J76400 5242051 3.69 0.14 2. 415 344 J42 400, 16.(j . )22200 ').00 n,OU 0.00 ^. 0 421 459 391 40a. 5,Q .145204 21.24 11.24 1.04 J. • 421 302 391 Soo, 4,•) .010200 9J.h4 ,),6o 0.07 0. 122 34S 392 475. e,u ,J10109 93,64 ".e0 0.11 A. 0 445 14d 395 400. 12.0 .)10200 9J.0)4 ).27 0.01 A. Set Sol SOW o4o. 12. ) .4102n(l 111.97 n,50 0.06 ^. 502 502 $13 7110, 12.:) ,011200 412.91 1.23 u.36 9. • SuJ 504 so) 420. l2iu .010200 140,13 U.31 0.03 U. / • S14 5 SO4 640 112 0 ,011100 186.19 0,51 0.07 0. 0 S•)9 507 Sn3 100., 11.0 .010200 362.43 1.03 0.Y6 0. • 57) Sus 507 /7 )o, 12tv .)t0200 362. 43 1.33 0.48 n. • • 511 Soo SU2 10100. 12.1 .YI0200 2S4.S4 0.72 9.36 0. w 512 509 Snw 7Un. 17.1 .0111200 44.04 1.12 0.01 0. • hll $to 509 640, 12.0 ,U1u10O 7.76 n.02 0.00 n. ' • 514 sit S09 1461). 12.0 .010700 291.20 0,43 O.J6 0. • StS 512 50tl 1010, 11911 .J1026Q 3t'+.J9 0.90 U.30 n. • Sal 2S 512 on". 12.:) ,0In200 J1d.39 n.90 0.12 n, • • Sld 2S 511 700. 1u.0 .+)42d00 S22. 19 0.53 0.4)6 n. • ,t9 511 25 460. 24•,) .01h200 41;0,418 n.60 0.03 0, • 5is 547 544 1000, 12.0 , M 0100 683.81 1.94 1.23 1 . - --�� or Qi {� - - Q; v `"- Tf - - - - - - - - AL - -- Q Li�.t yt only. The City is participating by in the amount of $85.000 represented by the Division I area charge and to allow Burlington Northern to recover any latecomer's charges. 1 believe this vas necessary to achieve equity in the distribution of costa. In any event it is not gemshe to the present question. 4rry truly yours e GARDNER ENGINEERS, IM Mortimer R. Thomas MLi/dlh Fncls. r r y j r,a :9. 1. rt „ rv9 T _.._ _ _ .; � � � �� ' � -� i , _. � - ,t �� t 4 '/ 9 a r r` �':: } dF. , ,:.,t �'p.�. F ti w . � ..: . - , ._.u.____._��...__ a �___...,.___ ....,ww_��,.._�__...." . i y ail M T f � p' EAST brAut Y NK.11/W4Y u f r A � Y,r. I .YTERrIFF ! _ E _ ? .A' AE9P0 .NDEXCE Dote June °, 1978 TO: L. Rick Be.etea FROM: Watien C. Gonnaaon SI)DJCCr. Bond, Gtaciea Partk Finat Ptat Apptovat e The Bw,tington NoAthenn hae been noti6ied about the bone amount 6o4 .the above ae6eaeneed plat. To date we have not ieeeil,ed the bond. The poeting o6 the bond with the uqueet to de6et the impaovemente watd attow them to 6i.Ce the 6inat ptat. That ie i6 the de6eanat weie gunted. RCH:pmp RECEIVED CITY OF REWTON HEMING EXAMINER U 121978 NY PN 7,.�,3,Nd61t,112,3.4.5,6 E Date June le, 1978 TDI Rick Beeler, Hearing examiner FROM: Richard Houghton, Engineering Division SUBJECT: Extension of SW 29th - brillia Plat We have reviewed the above referenced street as proposed and , -prove that plan. We see no need for any extension. RCH:pmp RECEIVED CITY OF RENTON NEAnIND EXAMINER J UN 161978 AM PM 71x19110.11111 112�3.4.!'i.6 • i M. MEMORANDUM TO L. Rich beetet�lleaaino Examenel GAT16/9/78 c Rom Renton F(Ae P.tevention Bateau 4 SUAJF('T Fite No. FP-176-16, GPae<eI Path CgTPLnq i_D4vi.rion_0I� F<na.t Plat avuticatian The Fite Department iecom adation to extend SW 29th St. ut the above plat apptication mw due to mi4catuta.Lion.6 o6 sta66. No extension witt be needed. u Woaton A., Fite In.6pectoA RECEIVED CITY OF RENTON "E":NG EXAMINER JUN 91978 AM PM 7ifffipdhlh 1 21({i4 .`ifi i i Of A jp T1111" CITY OF RENTON MUNICIPAL /UII DING 200 Wt t. AVE SO RENTON WASH "VA 0 R CHARLESJ DELAURENTI,MAYOR / t_AND USE HEARING EXAMINER 44 b �Q L. RICH BEEL.ER , 235. 2593 47f0 sip'l .;una 7, 197rn TO: Warren C. Gonnason, Public Works Director FROM: L. Rick Beeler, Hearing Examiner SUBJECT: File No. FP-176-781 Glacier Park Coalpany, Division Si; Final Plat Application At yeaterday's public hearing on this applicatun, a question arose concerning subsittal of a performance bond for required improvements including utilities. Has such a bond been requested and accepted by the Board of Public Works? Please furnish your response as soon as possible, but prior to June 13, 1978. Thank yo �:• .. ! e l l n Hid: Beeler Iw Iriny Examleer ice" y v m 'ram } o THE CITY OF RENTON MUNICIPAL BUILDING A0 Mill AVE E0 RENTON.WASH 9810E CHARLES J DELAURENTi , MAYOR • LAND USE HEARING EXAMINER pb L RICK BEELER . 235-2593 June 7, 1918 E 9 Marren C. Gonneson, Public Works Director Richard Geissler, Fire Chief FROM: L. Rick Beeler, Hearing Examiner SUBJECT; rile No. PP-176-78, Glacier Park Cospa,ly, Division 01; ►lnal Plat Application. At yesterday's public hearing on this application, discussion occurred regarding your recommendation to extend S.M. 29th Street. Pleass provide the reasoning for this recommendation. 1 will need this information as soon as possible, but before June 13, , 1978. Th you. L. Rick Basler Hearing Examiner j FP-176-7h Page Six Pursuant to Tirle 1V, aection 3U15 of the City's Code, request for reconsideration must be filed in writing on or before July 3, 1'f76. Any aggrieved person feeling that the decision of the Examiner is based or. erroneous procedure, errors of law or fac'., error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for review by the Examiner within fourteen (14) days from the date o! the Examiner's decision. This request shall set forth the specific errors relied upon by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. M appeal to the City Council is governed by Title IV, Section 3016, which requires that such appeal be filed with the City Clerk acco-4anying a filing fee of S25.00 and meeting other specified requirements. Copies of this ordinance are available for inspection in theCity Clerk's office, first floor of City Hall, or same may be purchased at cost in @aid office. s y PP-176-79 Page Five Plan, June, 1965). The applicant appeared willing to ac:ept any site planning problems that the configuration of S.M. 29th Street would produce for a developer of Lot 9. The Public Works Department Implicitly envisioned no safety or engineering problems in the proposed design of S.W. 29th otreet. On the basis of this evidence the Examiner is led to conclude that the extension of S.W. 29th Street is unnecessary. 4. Landscaping plans for the perimeter of the site, applicable streets and entrances to the industrial park must be submitted to the Planning Department for review and approval. Landscaping should be installed in conjunction with construction of buildings on the lots. 5. Required on-site improvements normally are installed prior to submittal of the final plat (Section 9-1106. 3.H. (5)) unless a deferral is granted by the Board of Public Works. In this case, neither has occurred. Since the Board of Public Works is reviewing the deferral, the final plat approval can be issued contingent upon the deferral. 6. Utility easements must be specified on the plat per approval of the Utilities Division. 7. It appears that the final plat adequately serves the public health, safety, general s welfare and interest. HEC1JARLNDATION: Based upon the record, testimony, findings and conclusions, it is the Examiner's recommendation that the City Counoil approve the Orillia Industrial Park final plat, Division No. 1 subject to: 1. Renanung Strander Boulevard to S.W. 27th Street. 2. Completion of on-site improvements or deferral by the Board of Public Works, including any required performance bonds. 3. Completion of certification per Section 9-1106.3.14 per approval of the Planning Department. 4. Deftc,, .ton of 10-foot utility easements along property lines per approval of the Public Works Department Utilities Division. - - 5. Completion of off-site improvements per approval of the Planning and Public works D.epartnents. 6. Subm-ttal of landscaping plans for the perimet, r of the site, applicable streets and entrances to the site for approval by the Planring Department. Landscaping is to be installed in conjunction with development of the individual lots abutting these landscape areas. ORDERED THIS 19th day of June, 1978. / L. Bkel Land Use Hearing Examiner TRANSMITTED THIS 19th day of June, 1976 by Affidavit of Mailing to the parties of record: J. J. Gordon, Manager, Property Management, Glacier Park Company, Lobby 2, Central Building, Seattle, MA 98104 Albert Hebrank, Gardner Engineers, Inc. , Arctic Building, Seattle, WA 98304 Pon Olson, Utilities Division TRANSMITTED THIS 19th day of .tune, 1978 to the following: Mayor Charles J. Delaurenti councilman Richard M. Stredicke Councilwoi n Patricia Seymour-Thorpe Warren C. Gonnason, Public Works Director Gordon Y. Erickson, Planning Director Ron Welson, Building Division Lawrence J. Warren, City Attorney a FP-176-713 Page Four (9) Review icy the Planning Department of cerformance of corner lots with Section 9-1308.24.F.. (d) . Any appropriate changes should be made to the plat map. r" (10) Dedication of ten (10) teat for public right-of-way along the East valley Road. (11) Incorporation of the above in restrictive covenants whore appropriate, per the Planning Department for submittal with the final plat. The Examiner, on uecemeer 16, 1977, approved exceptions to allow cul-de-sacs in excess of 500 feet (Section 9-1108.24.A. (li)) and to allow longer block dimensions (Section 9-1108.24.D. ) . 9. The alignment of Strander Boulevard cor Division No. 1 is acceptable to staff (Condition No. 3). The city street name eystm would call this street S.W. 27th Street. 10. Staff recommiended extension of S.W. 29th Stret an additional lot to the east (Condition No. 5.c.) . However, this recommendation was deleted by the Fire Department and Engineering Division in the attached memoranda of .June 9, 1978 and June 16, 1978. e 11. It was clarifies by the Examiner that Condition No. 5.d. in fact meant regulation or control of direct access to the East Valley Road and S.W. 43rd Street. This access can be regulated by the Public Works and Planning Cepartment during review of individual building permit applications. The applicant agreed to a restriction to this effect being placed upon the plat mil . 12. The detailed design of the cul-de-sac of S.W. 29th Street was not provided per Condition No. 5.e. However, the design can be reviewed ,nd approved by the Public - Works Department prior to installation of the improv.ynents. 13. Required changes to the plat map have been made (Condition No. 6) . 14. A 15-foot landscaping strip has been granted along East Valley Road ani S.M. 43rC Street (Exhibit 06) per Condition No. 1. Details of the landscaping it this strip and at access points have apparently not been submitted for review and approval of th,, Planning Department. 15. The Planning Department stated that sufficient natural rehabilitation of the site has occurred (Condition No. 8) . 16. The Planning Department has determined that the corner lots conform to Section 9-1108.24.E. (d) per Condition No. 9. 17. The Public Works Department is satisfied with the 10-foot and five-fr.ot dedications (Exhibit e6) along the East Valley Road per Condition No. 10. 18. Appropriate restrictions were specified on F.rhlbit 06 per Condition No. 11. 19. on-site improvements have not. been completed (Section 9-1106.3.H. (5) . (a) . The Board of Public Works is reviewing a deferral application and performance bond requirements. 20. Certification per Section 9-110F.3.11. loiter than the aforementioned improvem its) has been provided to the Planning Department. Some certification will occur just Prior to, at, or after filing the final plat with King Coirty. 21, The Public Works Department and Utilities Division 1^commended that 10-foot utility easements be ded..cated abutting all property lines on all lots. Concern was expressed by the applicant that in instances of development on two or more contiguous lots, Undue delay would occur in removing the easements in order to allow buildings on or over the lot lines. 'fRe City Council must vacate these easements. GVNDITIONS: 1. Thi proposal conforms to the Comprehensive Plan and preliminary plat approval provided certain conditions are set. 2. The name of Strander Boulevard should conform to the city street name system and be designated S.M. 27th Street. 3. In the attached memoranda of June 9, 1978 and June 16, 1976 the staff recommendation for extension of S.W. 29th Street was deleted by the Fire and Public Works Departments. This cul-de-sac will be the only vehicular access for lot 9, Block 1. Sufficient testimomy was not pi vt4ed to substantiate that "adequate and safe access. ..' is not aysitabl.e to Lot 9 i:b,eetive No. 6, page 3, Arterials and Streets, ounprehens .ve ry� } 76-78 Paqe Three matters relating to bonding and extension of S.W. 2,th Street. Mr. Smith felt that since neither item was critical for approval of the final plat, he suggested that the hearing be closed and written testimony subsequently obtained for review purposes. He also indicated concurrence in the Examiner's preliminary report on the matter and stated that Exhibit el , . .:'rt>A would remain as submitted. The Examiner concurred with Mr. Smith's suggestion to close the hearing and asked if pantie^ of record objected to the procedure. Mr. Gordon had no objection, but requested copies of all written correbaondence relating to the discussion at the hearing. The Examiner indicated that all departmental comments would be attached to his final report and also forwarded to tits applicant upon receipt by the Examiner. The Examiner requested further cc�nts. Since there were none, the hearing on File No. FP-176-78 was closed by the Examiner At 10:17 a.m. FINLIWS, CONCLUSIONS 6 RECOMMENDATIONS: Havinq reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS 1. The request is for approval of the final plat for Division No. 1 of Orillia Industrial Park. 2. The Planning Department n port accurately sets forth the issues, applicable policies and provisions, findings ,rd fact, and de-tartsantal recommendations in this matter, and is hereby attached as Exhibit 01 and incorporated in this report by reference as set Forth in full therein. 3. Pursuant to the City of Renton's Environmental Ordinance and the State Environmental Policy Act of 1971, as amended by R.C.W. 43.2l.C., an environmental impact statement was issued on October 22, 1975 for the subject proposal by Gordon Y. Ericksen, responsible official. 4. Flans for the proposal have been reviewed by all city departments affected by the •- impact of this development. 5. There was no opposition to the proposal expressed. 6. All existing utilities are available and in close proximity. 7. The proposal is compatible with the applicable requirements of Section 4-713 (H-1) and 4-730 (M-P) of Title IV, Ordinance No. 1628, Code of cenexal Ordinances. S. The preliminary plat was approved by the City Council on January 9, 1978 subject to conditions of which the following apply to Division No. 1: (3) Public works and Planning Department resolution relative to the subject site of the alignment of Strander Boulevard to minimize impacts upon the city's 20-acre wetland. (5) Public Works and Planning Department. review of: C. Extending S.N. 29th Street c. . ,ore lot to the east. d. Restricting any direct acces _o the East Valley Road and S.W. 43rd Street. e. Design of the cul-de-sacv ,er the applicant's suggestion of increased pay.nq. This review is to be made with the applicant to determine if the above can be implemented. Any necessary revisions should be made per the approval of these departments. (6) Corrections made to the plat map (Exhibit 015) per the plat map (Exhibit 07) as approved by the Planning Department. (7) Fifteen-foot perimeter landscape huffe.r and landscaping of inqress and Digress points per approval of the Planning Department. The landscape buffer should include material for wildlife habitat but be of predominantly screening material. Access points should be definal end emphasized, particularly along S.N. 43rd Street arid the East Valley Road. All landscaping is to be of a continuous plan. (11) Any portion . the sitn which will not be d.•ve/oped in the near future is to be hydroseeded aid/or landscaped per review and approval of the Planning Department. - FP-176-78 Page Two Mr. Gordon indicated his concurrence in tne. report. He advised receipt of o letter of regeust outlinine requirements for performance bond from the Public Works Department, and Indicated that on May s0, 197e. a performance bond in the amount of $1,282,000.00 had been requested which should be available in the near future. He teported that payment i•. full for L.I.D. 298, referenced in Exhibit 04, would occur by ..une 20, 1978. Mr. Gordon deferred further comments to the consulting engineer representing the company. Desponding was: Albert Hebrank Gardner Engineers, Inc. Arctic building Seattle, WA 98104 Mr. Hebrank indicated hib concurrence in the report uich the exception of recommendations contained in Section P.2 relating to lengthening of S.W. 29th Street to the railroad spur track oar Recommendation No. 5.c. of the approved preliminary plat and recommendation of :'he Fire nepartment and Traffic ERginme[4n) Divieinn. Mr, 4ehr,nk Whir.-Mr) rn the proposed extension, noting recommendation in the preliminary plat for Public Works and Planning Department review of the proposal with the applicant, and referenced a prior meeting with ^d' the Public Works Director and Examiner in attendance during which th. director stated that s the East Valley Road was an appropriate access location for lots No. 1 and 2. The Examiner advised the purpose of the referencedl meeting which was to clrrify Recommendations No. 5.c. and i.d. of the Examiner's report and r"cummendaticn -.0 the City Council to require regulation but not prohibition of access to East Valley Road anc S.W. 43rd Street. Mr. - Hebrank felt that S.W. 29tn Street should not be extended to the railroad spur since the proposed cul-de-sac would not provide access ro Lots No. 1 and 2. Mr. Hebrank questioned staff comments submitted oy the Utilities Division which recommend 10-foot utility easements on both sides of property lines to total 20 feet. fie advised that the requirement woule, create easements between two lots which may he co^monly owned and developed. The Examiner asked for tesci:sony i.L sulport or opposition to the request. '_"here was no response. The Examiner requested that a representative of the Public Yorks and Fire Departments be contacted to respond to questions raised during thr. hearing relating to the status of deferral of improvements and requirements for the performance bond, and recommendations for extension of S.W. 29th Screet and establishment of utility easements on all property lines. Mr. Smith advised that a representative of the Utilities Division - •- would arrive shortly but representation was not availabie from the Fire Department. Referencing the applicant's concern regarding extension of S.W. 29tn Street, Mr. Smith 'erified that the Examiner's preliminary report had not recommended extension of 2-nth .d the Fast Valley Road because that roadway will provide acce,a for Lots No. 1 and 2 which will be regt•rated by the Planning and Public Works Department. He advised that the proposed extension of the cul-de-sac was recommended to provide better access for Lots No. 9 and 10 and allow appropriate improvements and -dscaping. He referred to the goals and policies of the Comprehensive Plan regarding eir.,a.. .ion and landscaping of open space in reviewing the recommendation for extension of S.W. d .th Street. Thu Examiner asked the representative of the Utilities Dil'isi011 to testify. Responding was. Ron Olson Utilities Division The Examiner reviewed content of previous inquiries during the hearing and asked Mr. Olson to respond to Mr. Hebrank's concern regarding provision of 20-toot easements on all property lines. Mr. Olson clarified the requirement and advised that if two contiguous lots are purchased and developed, a vacation of the easement could be obtained from the City Council. He also reported ceztau: advantages available to adjacent developers in sharing installation expenses of lines proposed on property lines and stated that lines may he designed to extend through lots to provide fire protection. Peslx>nding to the Examiner's inquirl regarding the possibility of deferring installation of utility essements in the plat until submittal of building plans, Mr. Olson reported difficulties in acqulrinq easements subsegdent to provision of plank. The Examiner inquired if utilities ixg,rovementa were included in the performance bond for the plat. Mr. Olson responded affirmatively. Mr. Habrank cl,irifled his previous remarks relating to utilities easements and stated that although he ,11d net object to requirements for easements on property lines, those lines surrounding the ent.re plat, he felt that lot lines should not be established until building is pruaosaA on the site and easements required at that t'.me. Regarding Mr. Smith's comments relxtlnq ' -..e extension of the cul-de-sac, Mr. Hebrank suggested that the cul-de- mac be redesigned u..•certer into Lit No. 9 tc obtain additional frontage on that lot. The examiner advised that tw, alternatives were available to obtain necessary Information for final review of the request, either contin:ition of the hearing until such time as testimony could be prov•.ded from the Yire and i-:iblic works Departments or conclusion of the hearing and subsequently obtaininq written information for clarification of those Syr i June 19, 1978 OFFICE OF iK-1AyN('�1['6L- (�� j&-�( CIT REPORT AND RFCOMFIfNDATION 70 THE RFNTON CITY COUNCIL, « 4 APPLICW:T: Glacier Park Company FILE NO. PP-176-78 L{k:ATtGN: Property located south of the existing Mobil Oil and Olympic r, ' Pipeline Oil Products distribution --illty, north of 8.10. 4ard Street, west of East valley Road and east of t] existing main north/south railroad track lines. ..... n SUMMARY OF REQUEST: Applicant seeks final approval for a proposed industrial park to permit construction of streets and utilities for future comercial and industrial developmcnt. SUMMARY OF Planning Department: Approval with conditions. - RECOMMENDATIi N: Hearing Examiner: Approval with conditions. PLANNING DLPAHTMENT The Planning Department staff report was received by the REPORT: Examiner on June 1, 1978. PUBLIC HEAR.N(,: After !evLewing the Planning Department report, examining available information on file with the application, and field checking the property and surrounding area, the Examiner conducted d public heariny on the su.)ject as follows: The nearing was opened on June 6, 1978 at 10:17 a.m. in the Council Chambers of the Renton Municipal Building. Parties wishing to testify were affirmed by the Examiner. I It was reported that the Hearing Examiner and the applicant had received and reviewed the Planning Department report, and the report was entered into the record as Exhibit #I. t - Michael Smith Plan Department, reviewwed Eilibi . N1 and entered the following nin De tme a t ed e 9 F additional exhibits into the record: Exhibit 02: File No. PP-G86-77j Glacier Park Co.: - Approved 12-16-77r (by reference) . Exhibit. N1: Preliminary Plat Map. Exhibit e4: Letter of Certification from Finance Director, dated May 31, 1978. " Mr. Smith advised that Exhibit 04 certifies that no delinquent special assessments exist on the property as of the date of the letter and that the first payment on L.I.D. 298 is due by June &% 1978. He also reported that the Board of Public Works meeting of May 31, 1,74 at which the applicant's reauest of deferral of required improvements and performance bond requLre�sents wer,• scheduled for review had been canceled. He advised that the matter M9t:d be discussed at the board meeting of June 7, 1978, Exhibit e5: Letter from Public Works Director, dated J,ine 1, 1978, regarding plat dedication and drainage. Exhibit s6: Final Plat Map (2 pages) . Exhibit 07: Letter to N. C. Nretzer, bur: ngton Nc-thern. from Hearing Examiner, dated May 30, 1979. approviny six-month extension for submittal of final plat. The Examiner asked the representative for the applicant if he concurred in Exhibit 01. Remp riding was: J. .1, Gordon Manager, Property Management Glacier Park Company Lobby 2, Central Building Seattle, MA 98104 .' } ' yy Ir r . n 4 �r r .. h t r 1 {ilia to Lon Covlas 21 April 19TT Page two �Lcrs: pity cwncemed toout losaiag On existing lift station. .. slgmed far " acres ? 10 rersoaa/acra. City indicated tvo y H ?. :)w-VO, 360 CP'I capacity Cut can be ur3raded. Tavy slsu vast c.wameuts for existiad Lmprovementa on Last Ya11.:y. 41meticn: Has determination been made on util::y Jervice fro:] P+nton ca Portion of plat vitain Tusviial ._d ti. L a, 0 r. 1 11 April 1Y17 M6W M DOH COWLix4 FROh: HORT THOM ?L:.: ORILLIA I7DMMIAL PARK F :'eetiag With Citj of Penton, Ce'artrent of ?lb11C Worxa 40 A.Mil 1 7'T. tic s Ron Olson - Utilities 'dater: Wanta ail L:ssd Cnas in cul-us-same looped bay :o ,{� • system. 'i'..is vl.l be aseaapllsned SF regairenents of .ire it• hydruut orsia�ce dtd property development. It is aifficsit to locate flues at thia Liu. Ron Will settle for _I' tans- seats on property lines, stating ::it eater lines -will be installed at time or ouildins coaatraotion. ; Vants Water as" to cross Pl chamiel oa :oatacres 246rkway now or agreement feat it Will to done When channel is ouilt. r 'deatc rater main tie to vest across Pl caao-.-- Wad 2.1.. to :esc .alley aitpvgy. •',;' • ` Li Fl M Aante Water -t^ tie to Sternoff tlac t,. e '.isr.L:a conaruter auai;)aia by Cla-9 to .. . . . _. . :loW fa avail".Lo tcmua i, .+t area.` idsa.a _.~ _ -•. _,.a u f'� W main suss. Pew 3ndieateri that !ti" .lr y �,is :'rY" • .^i •iva.i. V:A report una t::at City Would scCept a: allar if C^, sa;/s ao. 'Zia .ii,re art •Lott': •lo1n, • � '�ti°.b��k Pon 1oli:to•1 oiL ::iut existing Ling Ave. , L• � lne hat late comers cast-e. Also hectors nYa al/s�.y t .a7;tau aevelopment anar-0 ;;J(7 - let ?13:)• 'A4R•. Ire , ri x :d Wooten - Fire Dept. Cor.ce:fel utcut 31Agle -rca3in; of Syri •'rccx C-ee lc ,s _,. cul-_,e-secs (objects to over iCO' L• nr..t 1 rants circ•;�st ^,. .`,. will scce,•L private fire laaca L- lie- uf i A:Ao concerned about access for Tukwila Fire (T.F.D. respuAdeto Renton Ft s Calla is Ares). :tote: Fenton :.L. Would like 300' street grid lixs dovatova. .ire lept. and -'s)t. %I)iLo Works want !ire lace and. vster ilea nloag lot lir..s *between Liad and 'cast Valley. rw awW�u>r ra.rr+.raww...�u.a aroma.. �LM�d.. ` ASH Gf W DEPARTMENT OF TRANSPORTATION ASHINGTON Dw,.,E ,.u 1.saut e.:,A.< so..cewm ww.-O:. *106 -).xV Lae Ray Cmarrw December 19, 1977 kt(;tIVtU The City of Renton Municipal Building GEC ,^, 1977 200 Mill Avenue South - Renton, Washington 98055 PJ"4 ror"`"" cs 1166 SR 167 So. 228th St. in Kent to Renton F-167 ( ) City of Renton _ • Fermit KENT 3896 • Attention: Mr. Delbert Bennett -( Deputy Director of Public Works Gentlemen: In response to your permit request, we are enclosing the original and one copy of the above referenced permit for your execution. Please execute this permit oy obtaining t�,• necessary signatures in the spaces provided. You are to retain the original document fc, your files, and return the fully executed copy of the permit to this orrice for our files. No work is authorized until this office receives the fully eracuted copy _ this permit. It, o_cordance with the provisions of the permit, you must notify this office at 764-4237 to arrange a preconstruction conference prior to "on site" construction. Very truly yours, W. C. BOGART, P.E . District Engineer a. SENENOCK, P.E. strict Utilities Engineer LCR:kh Attach. �y APPIICATIIN FOR FRANCHISE OR PERMIT STATE OF WASHINGTON ! DEPARTMENT OF TRANSPORTATION STATE OF WASHINGTON OEPARTMFN- OF TRANSPORTATION Districi ]. 1 6431 Corson Avenue South Seattle, Wash.ne3rnn 9RIPR Telephone: 764-4237 .Gentlemen: APpl ."tion is hereby made for a Permit to construct. operate and maintain a -16" Luctiie Iron Water Nait: in 16o' of 26" steel Pipe casing upon (across) a Portion of SR 161 __ in Ring County, Washington, described as fellows: Sta 982+70, 10' north of the South lines of the Q.E.IS of the S.W.k and of the N.W.} of the S.E.�y. of Sec. 19, T 23 R, R. 5 E., W.M. The following paragraph shall apply to utility franchises and permits only: Fees in the amount of $ 35.00 are paid herewith to defray the basic administrative expense incident to the processing of this utility application according to Washington Administrative Code 252-04, and the applicant further promises to Day further amounts as shall be billed. If any, in reimbursement of the aztual costs of the Washington State Department of Transportation in investigation of the application. CITY Of ALNT'0N said application and accepts the conditions as set fort.. above. the undersigned, submits 13th xtober 77 Cated this day of 19 Ado re as: uhicilrel �uildiog, 200 Mill AV S it.:aton, We 98055 115-2a31 Telephone No. D•vuty Director of Public works DOT Form 224-660 Clty - i Renton revised 9/26/77 S1gned r r �� {-1 I E't<r�en t; � S \✓' � �' t=.-...tom_— � .-�. „ '�.w FORa .W a =,..a I�,� »� • +' '.yw», wpyr�.`� 'y `•IJ Li tz L! 2< �TL. •.i[ec MP was N � -- - { fib �a .� K raY ce' j�w a�.. _ _ _ •�atit=yam. _ ING-% � ' 980••-1-��_ _ - - N1 w - ----- � 7 R - 9�a wa.w n..•s.sa..��.'�s n w'e�a.s..w �fw wN r M1. ''!IJ �E i i� I . r.wt ». wy r.. 9•.a/ a».•. n a w r `W1 r..as � _' °85�.� k t`Y"'M aMana�r h .M .w..,. s. ww... .rl:y;Nt /•)11) S � f �.t 1. arauy atl s�O nr uc<ad to 1-. R.y rMw M.n nq. r ' • is 94ra_ — —j11_r-L - p r 1l1 0 ZN nn 0 7 PERMIT. 'KNIUT 3 PR&F- 1 aF 1 T Cu PEIMART STATE WGhVIAt No.f SoYTM ZION ST.iN REM To WEEOM MDT[J: _ w ttlrr Ovna../rw/N.Iacvr/ Saa Ur..LC•'�e!.� ail�l.t -t•CM/.K/ b 1 aN/atN S.a MS•�a 2 ♦+a h OH \tblpy IrMMse fOVrae. avFMw.n.n.:rnw{lye W:y pJlaf aMry N FO�Cn _ w -�w.w SCnE[W Kph/ one Kn/a/+rea. -now OM Ya/.Mvtr 2v ••••� •. �'S A'/t•Ana iP laJ.wr/ � F.tn. rw... Ww __ !itR4lL�nwtK. :Y�. _ G• �.�.� ® +r:.r.Year ..« a P1T-•-�'� .-....�r.wat'ir—�..�..=rs�3'.�Y€1 ,w.. a e. I♦ ,�O - OWN.l ❑ /9. Tn.Moulders whe/e disturbed 0.11 be lu,fc .w in crushed w,IKlep lob coufb Indly AelxrtMrn do eepKted depth,Or K derdled by the District Enpn.er The wrfKe of the Iurnhed Should- net rI.M OpYYn halo MI a05p d gBVbeMnt M Me an, of oft-hat 1%)Inch per fool unless dthwwna du¢fed by the State Th.stored lh.il 0.11 MoUrizM waft The aMIWM thwWer meal niter have My{big w fK.Yion I.N show hq(7)11e1 woe. 1E. All Hopp, aloft•va.fmpt,lop fool,d,t M,pipit.Mc.,disturbed by this opantron shall be rntoraE to rho,(orrpnsl CrOM Lion and coneditlOn Me open neMM3 Ilbll he matted by fYwning tipb, lw"Undea, lights and If eNpKar V, llapftn shall U..rrpldyed for the Purppe at Watering IM ,.C1 trM tog Public, ROMnde oleratiorM Mall be IW;;Wd by Me District EnpMK a.Ll 17. In the coMbucllon and/d ma nf.n.nc.of his atelier,!nil UhlIll foal.I..PIY wIM Me"Moms..on Unllnlm TVIh,Contra,IHNcn for Straps and Nlelft, 1". 11"JIM,." McpNry by In.Sbu. fit* al Utility M .sprint a p/rlry and traffic content plan Oct hiss Stal.'f representative for.ppOYY C1 Ore.,t0 c':nnrV,(loh or marnlpanc.OMew'.." A J 10. No roullft malnf.natK.of the,bulnY wit.be allowed wltMn Me IIm11N KCM Mon. ❑ 19. RouhMmambnarec.o(IT,,facer,,am not ba p.rmiup non m.lhrcuo-tnmc rwdwayl W imps of SR ___ ane.11 pnn.1.ton IK.Lty w111 be th Kcaa Isom _ _. __. . III 1[D 70. M..aPdkM., martdrs shad be plKed at .Kra eight of way lift 1.0. Wrnmp, and pIKM"IV nM hundred feel (500'1 la, loft,ion wl nMf fO lall , company Mm., orpoiM .1 cab.. IMnW kalwn, lowT.n. rec,b to, Contact, and tn.distant. non In. anaK to M. '.IM m IM. Me&.:Mall be PIKp Us al to entnlm.N Inlnlw.M. wish m.IM.Mnq Ogami.M. Mandan M41 op M pbCM of a,ch.r In tatty. ,,q chance learn RM'IIM orCMt.nIM of highway. nIl'(1. In the.r.nl IMI wmtrution will arainlp.rK.Of the hioWM IKIIItY within the PfoumrtY of the UIf IW installation pKWnK nKe.Yry itrlM Me period whlN the Utility well occupy a Por(rw a Me f.prl Of WAY,II I$erprMlY undrnload that,upon rpupt front the Sbq's rMrK Ut.ve,I Utility erne prdnpllY IOp111y KW latest.by fW IMI.held mAMI.0 any pis YI Of tMlf U."'WOu.d IKI.IIMf Me that this Slat.or lit<MIrKtW Can ale .e O1 fully MwiN at NI tamed of Its prKIH IOcabon. AM 22. vM Utility redo.It•tryf M.star.'.ew,..tatln upon[Omplellun of me n.,.under Inns poem.(Or I,.—real that a final Mention ern be Tide aft owl lmmWnlMY 1.Into lu Me District Utilities Enfnwr a wrfed f'..Nx or pormrt✓e.of the in, ldebon W rMdation of Its IKlbtin if the th ern" "..he.o1 term..0.M"..O I.I1 duriM In.1...of COMfrYchon. 1123. Bond caYKpe eS Vlf"It !MUM dOMf comptipw with NI rat no and cond.ncM OI laid porno(W Iran,...will Me fuldoad by a BIMh.t Sulan �1 Band hod.1 IIMddVDIMn In Dlyal L7"H. A surety bond in tn*Mwal of a wnthn by a µilly compe,Y NcconSM to do N4nMs In Me Ste,W wan neon,Owl b, lufnnn.ls µ tin Stab,we. to tit.! it o1 constitution, to Inµn COTOIynq offset any was,YI of no tMmUIM cOnMbOM 01 Intl Nrm.t W llawnrb,ind Yhol Iernon In Idle 1d a pwI00 MAIM Y.MIs)allK Oale 01 COmpIKIM 01 COnstbCtlM. El 19. rho Utility WM to bury tn.Wrltl tin"CeY by Mb IMMhIM In ilK IC COMM"A"and"B",K W iI on aIwh"Eahlbll"_'S elMw at the LIM of Motor refonfNuclron of In.UM,Id that portion Of Pin.to OI rKpnabuClW,Or pride to..Kn1iVn del In"b.nMIM. 7E. This Utility"Yin to bury the awn -red to M by MO frotnrs.m SNWC COMM"A"free"Y" a M1111M on MtM "EM,Mt" ",at 1M time M.pis.owed bµt.It,IKII lly- _ L 77. The Utility aged to bury or,wIMMa MriOly tin Meeting Oriental less"In Scp¢CIMset"Alb'ant"bN",M OMteed on MtKhed Exhibit to a IOCMIOn KCMaOI. to the D"Mnmpt interior p the toms Of-NO,IKw.leuc(IM al the line. far 1nK prietc.OI IIM to M neCOMwucted, Or Ond to the retaliation OI this t,.hIY.Th.salfti.,Militia Ilnp may Mai In tntlr ONMnt IOGIIOa It Kc tab to the Dp.rtmalt. ❑2E. The Utility.pelt to I e f. n.pb toe any construction de12Nn[nf M a real W the fl4pllay Infiniti jar a d IM of Iwo RI YNn M1Om OMe of C.aplMmn. 29. Th.Utility will M nOWrp to Mambm OM at Intec aur.n9 wnr¢ma noun and In.way"an¢.1 fu nine,hm.a p'a7 EXHIBIT "A" WIN �MW IrlWilrf Permit V= No. KENT 3896 SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES Applicable provisions are denoted by (X) #3 , 'Vc wort Coo for hil shall N wromstl until the Utility Is panted suthoorsfoon by this Staas's reprseentatphr Mr. H. J. Semenock 7, 3 Title — District Utilities Engineer _ Telephone No. . Z 7._ _ AddressCorson Avenue South, Seattle, Washington 98i0S 1A 1 Prior Ili the begmno of conuruebtw•pre<planuetwn con/moss shall N het)a,wNc.+ :M Slate and eel Uulrly rid ins er Ig 1, and impect r shall be Indent ,U 3. Should the Utility choose to modern fN modest ouemse heaven With other then nt oshon fr+rm,a rprassnnotho of[N Ulllty shell beproaarftetall puree white the<Onsvucnon is in po9ret,omen otherWoses, Q .e o CV the Uno-rc,EPgnaar.All comKf bewMn t the State shipsU rac the uliry'I conf ,or shalt be through IN rprasanbnve of the Utilfy Whore 1N Utility It'..m Minor.the work yo ,,own fpm,or N,lilac,m edition,uN of Its srrpl o n engaged In the construction as its new"ah ative.Failure no too with this provision✓.all be pounds to. redacting any fur•nsr wort by the Utility within tN right of mow,until laid raguhe rsio is inn. .Q e. A copy of the perms cr franchisa must be on,N lob life,and pwlKted from the rlenho at all times during any of the c'nnstouctfnn authorized by field permit or franchisa..thin he State",right of way. ❑ 6. Time Utility apes, to schedule ,he work hereon refereed to and perform fad Work in such a manner re not to dinar,the States contractor In the per tpmW"of his tontrK, e. The Uhb,y epees that when plKe.g rta fKdity so any portions of the.ordbed,the trench shall N beckblled in hor¢ontel I,.,not to#.,Tait sir (6) menn in loose th:cknse,aeNp the,the layers of the lop two III ice,from profile grsds shall"I exceed tour lal inches in loons thickraas Esdr - letter of IN entire backall shall N cOmpauad to not Ins than 96 pea:ent of IN maumum density I determined by contpscuon ooetf l,asb The rynnture content el th<backf ill rt�tnal n the mN ofOc ilrleltlpK:-on fNll N as sp]sas'iad by Ma Sate.In no care w mos ill" at ser"Imy'Mdaysd, . 1($ y. Work shell be restricted to ,N hours Mw teen _L A M and —mesa and no work shall be allowed on the r.Wl of vies, Saturday*,Sunday,or Holidays,unless otherwnr audroiread by the Dnblcl E.,., 8. In the syent ante mdap no r:ghl of y'Isho once of used fall is located wnhm the limits of his protect arms moll N disturbed during cana•rw,I these ssms will be crefudY ran o prior to construction and reset of replaced as the conclusion o1 consnucuon to the utidacpor,of tee State.Al! sqN snit trelfrc control dsyio be maintained In operation during wrnvuction. .Q g. Prior to construction, the Uwn, shall contact eel Simis's repesenrativa IbstN under spacio wours on number 11 to auartem the locetmn of survey, con Vd monuma I.within the ryo,sht I:mss. In me ayem any monument,.,If be altered,damped or destroyed by the prOleU.aplrnpnna action Will W Inn by rho Snie,peso.In coMtrucfio9,to reference or inet the monument.Any hlonulrim+n altered,Ismail or desirovad by the UMny's operation will N royal re nNKId by the Stara of the,on,ex,yerse of the UtddV IU 10. 1:determined rascasssry,by the D,nnct Eh9heer,any Or f the evuvmsrl meteroal snail ha removed aryl rspractl wish suitable material me x.Krhed by the District Engrnsr AR 11. Wheheyw deemed Neas V by the Drflrlc Erpleaar ar+d/or thv Drpwtment of Labor and INlhi for the protacton of the hle/iway NverNm and IN safety of the worYe s.IN, of IN trench Imo eacevationl.snail be supported by adepoine rsgWng of;:,dm uq to prnif,,any damn by uwks wttlsersto a,c ,u the pay. an, No the,motet in the wench or eaceyasmn Wea mom N slowed wool rho re,uverpent net JO 11. Trenrhn shot N bactfings,a soon as possible behind the!aymg of pipe or cable No open trniMn snail ba..it overnight. Thomdudnborinpor laebrp Ins which shag N cdvertl wofh 1widnr or inner material of sufficient strength so withstand the loal o1 highway t•eff C,it the pit is hot to M bLkhlhd with onsio no too 013, All :rpapnp of road mi.esectrons surfaced with oil,asphalt concrete paysiMnt or cement Whirred,pnemen,droll be arcompnited by antis,bo,mi or stigsrmom Me rebla or pipe under rN roadway, 1014 TIN Clue or Into,shall be Paced Within a suitable imceasr•ant as Strafford on he.,,ached thmit t. Said encasement pipe shall N lacked.MMf,or spread through the highway pan with a i nmmum depth of love 151 In,from roll of rasm,,to finished road Wade and a rvvn:mum,of Inns end one hal113R1 Ins of depth flan bosom of df¢h to stop of mug. oor•„ Ammoff, .a„ EXHIBIT "A" GENERAL PROV ISMNS ). This nermit is subject to RCW 47.32.170 and)ot RCW 47 44.050 and Chaplet 252-04 WAC and am-ndments therein. 2. Boring the progress of the worn such barriers shall be erected and maintained es may be necessary or as MAY be directed (or the protection of the traveling public:'.he burners shall he properly lighted at night. acting or damages of every kind and deurlption which may Accrue to or be suffered by any person,persons, a propene 3. The Utility. its successnn anti assigns. agrees to; rfot>xt the State of Washington and save it harmless from all claims. by reason a the performance u( any such work, character of materials used or manner of installation, mainhance a and operation. or by the rmce Of ca of nghu of way by the Utility. in case any soft or action is brought against the , e above f any upon nortice ofgcoinmengeinenttf of well Acreat n on�defendi the if hsame at i rule 1 ust anti expehe Pet'"One"'nse and satisfy any Judgmeis successors of assists nt getting therefrom if determined adverse to the State of Washington. i Except as herein authorized, no excavation shall be made of obstacle placed within the limits of the state highway in such A manner as to interfere with the travel over said road. le way,the i. land at its own work fie under make permit it interferes s the Deputm with t may direct ge of the t areauf said diamage,Uutity shall wholly se i,. On completion of said work herein contemplated all rubbish and debris shlllebe immediately removed and the roadway and roadside shall be left neat and orest ntable and satisfactory to the DeP n of Piotmem 7, All and of the work expense of Conte plates'hnllsbe done o etsvnifeforne bysthSupertylon and hamlet to whom to the s this Permit is Dissued. erves e r removal m be made al the ode expense of the party or Parties to g. The Department hereby res the fight to orfer the change of location or the removal of any structure or structures authonzeo by this remind at any time.said whom this Permit Is Issued.or their successor, =,Igus. nner is cause ile least mtC.r- shall be one in so 9� (�encchwith any of the tState'su of workeand the State the Utility Washington shall In no wise beaheld lubleflfor any idartiage lathe Utility by Iealon of any such work by tile Slate f Washington, s in is age ts or representatives, or by the exercise of any l rghts by the State upon roads.streets,p placesDepartment from i0. 1 fix permit Or privilege shall not be deemed or held to be an exclusive One and shall rwt prohibit the g mung other permits or franchise rights of like orrcthntic orsher affe t itslc of rightPo full sapervisiOr net and con Ptul overrtAll D cartment Cum using any of It% roads,Streets, p places, fir my past of them,none of which is hereby surrendered. written I I. Thr Department MAY revoke.amend or cancel this permit or any of the provisions thereof al any time by giving nulise to the Utility. The Utilfty shall immediately remove all facilities from the right b of way. Any fthe expense nse of the upon the right of way 30 days after written notice of cancellatiun shall be tell, by she State al the expenac ill the utility. 12 Thep the or part s o, who &this perms satisfactory mued s ill theintain lAt its ns.ntur their cote expense the structure or object for arty which mit 15 ed dition 13. I(the Utility er.len into a contract or agreement wish a cwmfacusr to perform the wo door it rk provided herein to 6e performed b she Utility tthe illrUxxs,mfor ati sat onginsttoo sits and hdcesuccessors of c nrtractonta�nd wint,ae in Jude all olfsthe ofthe ederatiid Act of 197 on l forth i C.Apt 3�14s�s's d as send Regulation may be 4ii milled, Breach o Pignts Act of 19034f any nd ofofisthe above non discr Federal n covenants shall be cause for cancellation as herein provided. lure on be rt al to 14. Any breach Of due diligence�and in goo 4)f'hed fauh after in acceptan herein ce,with csonstrsuuun workthereundel he y shall sub)e ofthis cI this permit to cancellation as herein provided. iltr that the ing work 15. Tadaidelappeaa selswillpnot be disfigured.fWhen cutting majol worksisssssinvolved. or da accomplishedeeto io e appear&"c may become uusludent,the bolder shall xcure the appfurd of flit Department m advance of the work. STATE OF WASHINGTON `� DEPARTMENT OF TRANSPORTATION UTILITY PERMIT PERMIT NO. KENT 3896 _ DISTRICT NO. __.. Name and Address of Applicant: The City of Renton _ 200 Mill Avenue South Renton, Washington 98055 ■ The applicant. hereinafter referred to as the "Utility", laving applied for a permit to construct, operate and maintain a 16 inch diameter water main on a portion of State Route No. 167 , in _ KiRa — County. Washington, the Washington SAW Department of 7 anspnrtation or its designee, hereinafter referred to as the "Department", hereb v orders that this permit be granted. subject to the terms and provisions stated upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof Exhibit "A". Special Prorsions for Permits and Franchise, Pages ! and '_ fxhlbit, 'IS", Right of Way plans entitled, "SR 167, South 228th Street In Kent to Renton", page 1 . CS 1766, c-ossing the centerline of SR 167 at approximate Milepost No. 25.94, located in the R4 of the SW4 and the SW!s of the SEi!< of Section 19, Township 23 North, Ranfe 5 East, N.M. The location of the facility described above is further illustrated on the attached map dasignited Exhibit "B", page 1. PERAR iM!NT Or rRANSPVRIMION APPROVED SEC 9 1977 ACTING This permit. is accepted and approved by the DEPTITY 8P,CPJCTARY Utility subject to the terms and provisions as herein set forth. y DFPARTMENT OF TRANSPORTATION--I IUN _v Title. !�!yy!'�� 3 Title:— 21 H J.TIES NOCK rwa g E Date: _� Date:_. OOT OW", Rini t. R.u F, �L /'1 vw /vof /.Veu/Os 1171�16PmVi Adt- i7'.tcc zo�.o .� 2� �s� xN y 04 B Fei .. all 1 la A S