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Home My WebLink AboutSEPA EPIC-235-84 - CITY OF TUKWILA - NORTH HILL RESERVOIRNORTH HILL RESERVOIR EPIC - 235 -84 CITY OF TUKWILA, WASHINGTON NORTH HILL RESERVOIR AND. PpMP STATION CITY OFFICIALS MAYOR — GARY L IAN DUREN DIRECTOR OF PUSUC WORICS — WfRON SNEVA PROJECT MANAGER PUBLIC ORKS — PIAILLIP R. FRASF-11 INDEX TO DRAWINGS 1.1 vicvarymAA sift cAvarc Am) SHEET Dela 2! SITE PLAN • SITE SECTIONS 4: SITE DRAIN PLAN AND moms LANDSCAPING PLAII & MISC. SITE DEDULS 7: RESERVOIR FOUNT/BON PULA LOMENDRAIN SYSTEM. DETAILS, APO NOTES 4: RESERVOIR ROOF PLAN AND SECT 94 RESERVOIR SECTIONS 10. RESERVOIR DETAILS 11. RESERVOIR DETAILS TT. PUMP STATION FLOOR MO ROOF PLA/M. TAILS. AND NOTES DC PUMP STATION WET DIEU- PLANS AND DETAILS N. PUMP S0121011 SECTIONS 15. RETAINING WALL AND MIR DEEMS U. STRUCTURAL STANDARD DEDULS 17. STRUCTURAL STANDARD DEEMS I& PIMP STATION ARCHITECTURAL PLAN MO DECULII 11. ARCHITECTURAL 1E1-BARONS M. ARCHITECTURAL DEGULS 21. 22. 23. 24. 25. 20. 27. 29. 30. 31 32. 32 54. 35. 36. 27. ARCHITECTURAL DEDULS PUMP SMTION lacauracm. rum. LEO:Ma AND DEGAS PUMP SIMON MECHANICAL SECT10101 AND DETAILS PUMP SIMON AEORMCAL ISTAMANITD DETJULS ELECTRICAL (EGOS MCC ONE LDE DIAGRAMS Ale 25ENA/10MS PUMP SIMON SKUTT AND PROCESS PER PLANS ELECTRICAL ELEMENDLITY DIAGRAM ELECTRKAL SCHEDULE AND MAILS MC CONTROL PANEL ELAANTIONS ISC WIRING DIAGRAM. PIMP CCNTM31. PANEL I&C WIRING RAMAN PUMP CONTROL MIMI. MC WIRING DIAGRAM RAW C014111101. PANEL I&C MAILS NIGI1 PRESSURE ZONE 8O152101110131 PLANS NIGH PRESSUE 20NE SOLAGON mum Ram ISOLADON MOE DERAS VICINITY MAP LOCATION MAP 0-6--- --, rshani.ve w - raMS SOM.- iN Nat. fbil II Ili .••••_:-,,) NANA (.721C-,1 00A HILL NORTH HIIJ_ RESERVOIR AND PUMP STATION al •_, .---- ....__ NA_ - tt 4 •IIIIMOINEINRINCI • WAT•P• •611N•il• PPPPP .111.1L0M10. *:kr:441 CITY PROJECT PW 84-WT 17 detlid I I "/....4) ,...-..• VICINITY N1A2 LOCATION MAP AND SINEET OW 1 5 'Val . ne, 1. 77777 22 72 - (0'11 , ( EATRU0100 4C CURB- • 457 's szsro 2616 LW. 0 • r::.1; / Ej , " f:let!tYQ .......__MA. / \_I .../ / •±.530,,r 0±6/EISFAIT -. eso 5" 0 • .4, \ / , '......c , 4 / »-; - (8- co] • / ....." % • ..,E 72 / / .../ 7,-,.../ICAVG" EACsA,AS ""1/ .. ,e0 1 582 5, 81 260.96 THEE 70 SE SAVED 4/04.,, 7,■•-• 144,1 SEE EC,, SCA.E., ,A9 • " ' 1 AI 7A- ,-„, ..,...-..,,,—, ,,,..,,, i • AL7,2' \ /AA F7E4.0 231. 0 • 7.. 1 .ccirc rrAf...", 7 PUAAP S7471011 •, IN, 2 5 7 Ad.3 0,77 2 0' A" INV7 25375 257 0 c00.6 w3c,c0/.4. /MO, - --ROCK RFT/AWNS ANA, e cs, ,SQfp'C'er:F,T4 Sg4sP"G ovv-r155A0 \..\" le."01 1,51.1/1.4 C7 C-1 SEE TA 4.4,ET 216 AA, 7- 1,4 EA 'STING TREES. TO BE SAVED LINED OITCH(TAP) SECr..\ C.. Icrk"lo 7rw.a5z, NEW A-Livcr //..2.. • 1.c. A,NcE • 4 T 45 50.' 13 30' • r- 1,...,4 7,1 7, 11 &0125CL, E.-, 461' .491'1:117■V-FITA.CCI!),IS.I14'4 INVT 850.0 r - EN517N3 c0.15,N47,03, .11/ACal/41 141 VC 11..• li CA57 ,0,Acc-P0.4.1,(TC,•".. ceriArec e...5 Ish•lE216.7 iwiesroms M T. • SIVOINISURING1- • WAT11114•S•W •OUILOING. CITY PROJECT PW 84-WT17 cH;wHiu NORTH HILL RESERVOIR AND PUMP STATION SITE PLAN UN 1A_us Alk_ASCE4,307,, CAC rift .d0 21 270 2bD ?SO 040 290 ZED 210 rl t.Ih' D 0,7 (/.III 5C 0E14 /5 SEE," . ITACN /:I AS SPECIF0O(TV/') -AI/7 LEI (LING 0043775E (r • F',' .Ar43RA:. G/..0,40 I ,rvt EL 255 '9 _ _ _ — — RESERVOIR ..G'M /N (VMH9C7 f0 GRANULAR FILL C! 2211.25 - r/cav,lr,ON TR(7CN CLATERAL UA'LY.KORA /h' -- / P/ ETrP) 5£0 5H ••NWN••RINO.ST EL 25200 —m ♦ Af/N LEVELING COURSE(YYF7` 001,4!14 A3 SPECIFiEO(T,PJ --, fqqyy / '/2 CL 223. r5 � n _ NATLRAL GROUND LINE • .INFO 01(00 7E0 DETAIL 5N 4 EA CA. LINE —_ SECTION %A1 SCALE. ',O. 0-ORLZ i VERT) NORTH-SOUTH SECTION LOOKING WEST El tld IA —. 6' Re ' R/M!'TLR 4300E ROICAIN (TVP/ YE n EL 225.75 RESERVOIR G'AIRY CCNIRCTEO GNANuLAR FILL (r)7) EL 206.28 6•PI'RIML— ER SNE(r''CWAIN (T/'7) 4- LATERM UNDERDRAIN(107) SEE Gn SECTION (R\ SCALE 1'-17 / / M1(R. Z r (5777') EAST -WEST SECTION 4000,00 NGRTH WET WELL GENERAL SO1 N(n£y 1 5Ar 0)7 SrR:A(70RFS P L TO SCUr0 /'RC✓EA'rr LINE FROM THE SOUTHEA(rLPRG•'ERry ELBE (1. 2. HORIT0N7AL .4 40 vE /I/CAL. 5E 51_1 CY IRE ENGINEER. N EA /STIM; CON0 /1I0NS A.NT rt) /rk;KAp,r p,ASrL a. F:LL0 :/4315(7' Br 753 T . 007.5/4, AND ASSOCIATES , 11A:. IN MARCH 118., . 4 ON, (54057 t.,5TI.J 74E75 ARE SilOw:v'. 511) 15 COVERED M'TTn COw 45R145H , WI_O C..CRRr', MAPLE , COT/OA. wa:UD, A•../ ;.MALI. 747'[ /06:.. RAt1RO9ED _ GROUND LINE GRADED 7O ROAD EL 252.75 NATURAL GROUND LINE fZ 2,910 260 2:0 EGO 250 LaCo 290 , 2 270 V4T ION IN FEET weQSS esAT. R •w ^T•w.�.W•w.. •RUILOINO. ITV PROJECT PW 64aNT17 �,_ #,.; �� ° ;u1fl JtJ��L;' l� "iii NORTH HILL RESERVOIR AND PUMP STATION ! ' , — ) � II S4pel - j+ 11 a{il Hill SITE i1r 1 I_ r r. marl rw crc wee W0C 55RtX /NO 711 II •ER MH 't/,f, / O v4 \ \ \\ ` I SSS� I 14'02 RESERVCYR 4 �/ . (/ OVERFLOW /CRA/N -. • I ! /i'�� 1 / o GM, E.YYN- E, CGYJC SEE SH 2—. 6o L we'x o.R 6' 5•O•e.•r•- uNE '.1li'W RET .WILL 0051 p' 0,0'00E, /Fi�CEJ /f RE5£R?O/R 35 -• iwoie.rrr mR l7,7% • •400 3400 ELAN 100 . G A L E 1 40 50 2 . ' - o ' Kerr r -m- 5 00 7400 y 775'1 17' __e' .NC, °Ge: orzo rev f N cscc../- 2s, 9400 3 /1 ( , /_:� •r KRe aD9r� 11.0170 �, - eAT. •� •5• /6/ a 0.07)8 NORTH HILL RESERVOIR AND PUMP STATION : ..� •fE „s0,b )3•EGbe 0-r.N IS•r-Pe a000a p, - 4 -eCP . 0.1475 1..0 e0LS.-3 , -- - w/R I RK o , Q : IEY r. I 24Q; 1 JYflk /MK}A1EAP' ssa, [cSfatArO■ Fr . nw r, .. N'D ka66Pj •671.8•5E0 054,0 -0 faAT.r,1D IVO 0.F5 ) it • 200 111/1,.../. —,......_!--01"...11----11.- 01 M %91�Tf Mrl'If1.L GNa 200.Q / / , � • .19.4 • P/ep $rA ri 62.17.0 a PI i 1-- "I .. - -- -. i 1 r - -- 1 — i.. —• __ . / _ -�� A , /NYr.P /OV!) r,7E- Q0 + -f I C{ 1 2 I I _rte i GnO 6,0196.5 it ss� 9 Il6.5 r 1.17.5 ! E.5P 5.' rr'P 1/44 /0.4 LOCA1 /04/ V1 11511.•/N d -__ 40 ____ Nt. suvr /N 1C8 2145E4,$ ' 113(NI ) 10 (L7' I EX5I GAID (r P) - 1 ' . - --- E:r5721'INV7all,r3.0 25T 1 . _ —_ 710 ,N� GO ,.0 15:.0 _I5 •.c I f 720 _4___444__-- - } srA)1 {`nm . FAS'. -__._. PROF ILE I -- — __.___ /� I _-- _• _ __._ ._— .11iLNl`JEL __— .�_.LY1l'fly5 rere 4 GTC/* M5:v t. CAD 2.0.0 I ■ _-- "______t , /_:� AuN`TE weQMS .. • MY PROJECT PW 84-WTn - eAT. •� LLo l.1 yN�u NORTH HILL RESERVOIR AND PUMP STATION ..� •fE „s0,b „a p, - " SITE ONAM PLAN AND PROFILE Q : IEY r. 1 M • ___As___of nus DATE - Tt• The acw- ofF k tsr_ Quoill:Are 714 ( 3 S rife uwerr utp,oscilPe pLivt.)- As -.T.H.O PLiw) **iv Js F.iij? DA LCAunr Ming) FUlisit_ - 1 r NT T4t 15 ).41L FLA) it4 14c.4%.0eu P101 I mt -TO cats PtAi4 GM S±4.7c CEDAR 70CHVSAsOR4 uu �Q1 LL .3REAS WITH/+/ FE1,CE.:./UE NO'r 05 044/56 ESY STRIJCTL /Ke GR.4 vL:l_ OR 044/NG ARE 70 9E ♦+vOgUSEE Lt /i 07.107€.5 AREA 70 R&CG/vt E1CCL.3lO0 t'LANfE7- FOLLON'/C/i: ♦OeOSEEO/LJG + DENOTES T-REE9 TO 5E REMO✓EO 3.10¢WAY MARL E cF �•' i0M .E �•ll . E • i - '05307^00:13.700[/ _ L'ACE7105/ -S.4 7.4E 04/0245 LE JEAU 01423E 0. 1,1011./7464)6' ! NC .�4 PLANT LIST ....142 "7 / 7077410N♦LAME 57 /04005,7 a/4ME 5 /,rE :/454005 /5 500NA7 Ifa PLE ACE[ PL4TEUO/OE5 / / /2 "UL -/.9/4' GL(EO / Ewe( 4//EO a 4H /1E a/RU4 3Er ULA 561700[4 // /7' CAL- l5%" /emu EO(d.eca,7 /.o 5740757 045 005¢755 C5'C /L/EA / //2'CAL- /5/4" a&4L0(a1044TL0 5 /UCEUCE CEO4IS CALOCE0C05 4.' -7' /4/G/+ OALE0(05CA2WC0 OECUCCENS i- /ONE/' LOCUST 6[60/75/4 l/ /2 CAL -/5/4' 44[601 /5 C:.� //ELt 4 T4/AC4UTH05 NERM /5' 5H40EM45TEK 5 057 C/4U PIUE PIUUS N /604 /O' /2' I4 /G.4 544460?&ItL4/eLO 2 SWEET GUM L /0U /04MOAC' /%1 ".44, -l5 /4' OALLEO(OUOLA/WFO STVRACIFLUA 2 6/0660 G /44660 //4304 / - 747 - / / /4" 3464704 (MA/TJEN/4A /R TREE) 2//574 �PEO 2 OAWO 060W000 MET45E0 J0la 4. 04LL0•/ COUTA/NEP 6c YPr0576030/055 5• 4 F-T r+ 04.0044 / 275 owe .5Oe CA HEL /X / .74i 7417 C0,7-4/LIE l a¢oNN •O'OC lZ t/■0000EU0RON C•OCk)OE,/ORCM/ 50' 7'0 54' 6A' -700 1 3c40 - EAAJ 4440 /E 0475 +105044-'THE L.51PE0 00 Ue MoNTAGUE HOL/OR4bLE JEAU 444,566 M42/E (0 M(W rAGUE' 6onwLa, /,200 JAPAiESE SPURGE PA #//5AU0C4 2 1/2' 0075 ^ 0 TE0M /NaL/5 `i- t00005EE0 SEE SPECS y 171.0 .24..:0 roase eaCHY5AU0CA tit -- eCH \ 1 ■ /•, / W 2]5��) '�`-r- - `\ �7W15511-� ( \ 4 \ 8, ,-5'9g_ \ ,6,4 EE ,),,,r 'kin ' C 3\ \TICES 1 64'255 / \ �'1 !i / II 50252 (\ ^, / I ¢ETA /U- !, TN 155 t �Y- \\ NATURAL 'i1,Ew21S}4 1\ ',L- 36¢256 •� 'T 50 LF 5'M4Y � \C. ) I HEIGHT ROC[ \ \ I\ WALL., \\ \\ \ /4277.5/77 CF AurILTc weQMH •ENOINHENINO. •WATHR•EHWEA• OUILOINO CITY PROJECT PW 84 -WT17 - 957E REE 'A. 'I 1- 1 ', L _ . •- ' "40575AL/4u- L64'Y l'E/ 006/ riUE_ .— n +A17V. .///4 /2 7275) 1 I. — HY0R05EE0 -- CEPLAL.IT AS SNOWU 4' OR 0457/00 - VEGET'AT/OU TO 05014/17 uNOl57uR/5E0 7H /6 AREA 1 ,44oR.744, A./..104 J n_ 1 ny A._.._ nl E _ �eVY• , NORTH HILL RESERVOIR AND PUMP STATION 5 t 5`3AYI Ynel +SINf LANDSCAPING PLAN 1 . T C%GMfllli E ml 11/1 SIC r., 4- GOOD TO SECURE HNG c I L ' I RU. enP G..RCIEN /asc III PING 4' TO A• NiOe N0 tl 7# #IRe 5TAK /NG DETAIL MULCH PINTS/ AND COVER 41.4 ru.••11 lir APT' ,_t A&• ^Jl, Z iCot -IC ) ECCENTRIC • CQNC CCiVE • ° NANNOLE STEPS sole aE ��i�� E AS SrEC� /ED /RECAST CoMC RI'CS ----N%P,CS AS ROOD Z' 84A0 04414 PLANTING TREES LW GENTLE SLOPE NTS i\�,�.y. '. s+uce Cur .AND .PEMOIA euRL.v ERDM g REMOVE CAN TGR ', LY HALL I oRG P}- ,�Nr.N4 re : - __ s_,-, sort Sea SPKs J3 p •' •PLANTING SHRUB S N rs ND 4(05 I•-4• _'1�, � TREE SMALL SEAR _qea rMA/ 4 j • 544"E RELATION 70 nQ.1 aP Prr E . IT 'S ' C.t OE at GlowIL PKlVIOLA Q.NOG 3ALLE0 AND BURLAPPED TREES T5 ROCK WALL DETAIL 5AVIAJG TREES SPACIIIIG OF GROUI,JD COVER PLANTS 4,5 PRECAST GOI.0 MARHOLE CECTIDE MANHOLE TOP SECTION WITH R/4/G EXTENSION NTS PLAN O O p ;::: MA•■•DLL ICCr,nus M44rmO• E 5TEP5- AS ScEC /FIFO SCOPE I' DEC I'/7UPEL2 0K PL'CCA;; .'O4JC c'ETE ,5A•.:' 500,0 04 50 47 ..7/JTRACTOKS _ .PILE 014 $ SLOlt ,AK/E5 4u■•OLE I�a/VT- COMPACTED IMPORTED PIE G.ASE TO P D /SCURe1ED EARTH COA/C PLUG - SE-CT /ON MANHOLE BASE LO/VGITUDIIJAL SECT /OA/ VT 5 CATCH BASIN NTS /-_£N /SHED GRADE VARIES ,T SEE PLAN SHEET ' EXTRUDED CONCRETE CURS` 1 I -D' /.0 -CUSS B I / A[ PAVEMEM AS- COMRACrfp SURGRAOE ) 4-LEVEUNG COURSE/ Iz'CASE COURSE TYPICAL ASPHALT PAVEMENT SECT /ON /V r SACAFICL AS SPECIFIED I WHERE REQUIRED. DEPT/ ' t•AR/ES, SEC PLAN SHEET TYPICAL DITCH SECTION Aagli,rE weQMs •.NOINl.RINO• - WAT.A•O.W ■R• cfTY PROJECT PW 84 -WT17 enAT. SUM DINO• «ILi411 _u ._ ►�.:: -t - A -! _- - IY lie , , .,I; �;_Ct! .. Cl' - ail -:`; NORTH HILL RESERVOIR AND PUMP STATION i� a ®., ' MISC. SITE AND DRAIN DEEMS T i i �. C/W HILL t ;1;0 ,gat 6E1 .g 41e Dee qey .v121? 4,3. ..911y!.prr 2TZ I .1 I 1,1 m4712724- " 4.011V1 222 S. • 4' IRESEATCTIR, Wt.". 6. • 11=1,1 0 rEcer3., . Uri FOR,IL.7" 1-30,1 -- --T.- 7- ..TE.NTER. 7/2 IN.41041 h‘r.E Cf {.ALE (Tee/ OH 7 8.4,5 54A8. £20 .47 4'I'1/1 :25 00 ;\ j AN0i1 1701,17 /, • s\ IS. Ns\ __c.„7. 27: nr. - -- 4' ul4vcror.A' .-77-11':::: 3,3 TIP % 4'4,7 222 52 C., PEN.P.I.2 TEN .--0711,17 222.74 uNOE.3r.., 3.3, rIrE Tr:- -.24. e,u1 LET P.IF.77 , ELL- SeCTiON ,1-5-," . . . , .. I i..- .") '''..■7 Is, I C) T ,,7) Ce I,,V7 222 55 ...INNT 272 71 al -,- 1311•73 5TATION I 5•ItEI5 /5. / 4 I NET 4..ELL PEE I rOR LETA/45 I r I 0 I: LE7 Al -7 777.73(,,31013. A7 1,ALL I EL:2.11AL SPA://E.4 ▪ OVCPPLOEI 1/1-1854418/4 - CETI 11 • r40.1333,-CITATED (00 CA1 EN • 1, 0 LU • - • / Gf.AT.qc 12215/ LOw 7."7.14, 7 272.17102l117 /4' ,* [0--I I I 0 I 1 101 ' ‹-<, L'L 51-CT u140,_0D5A04 / LINIMEAVILY 718.714EGN RNO •r.a./73 (1Yr) 8.L.SER1-1718, LL 21515 / -- E.DOE Of- 773- FOUNDATION PLAN 101.11'16TE 'W'ISIMMS ••NO■M••S■INCi• •WATCR•1111•WER• MI0M-0171417. CITY PROJECT PW 844/T17 71P COLUMN AND FIG 5tE A J.3-7 :22 "....4,N7 :22 2,7 21 2' ../TDC rIA.r37,,LENT, ENEE7 CENTERED 0(33 LINDKAIN MATE LINDE$, ALL P5.377INGE LINGO, APACTES 033,113AR TILL 04EI, IssIDERLARAN r1PE EL 225./5' _11 !rt.. 1 ANN T., ANL 8446 AsT . rTiLN ALI. 5,1 14... HEINF0,20.0 TI/A. .r.r.34...7,1.0.71,3•T Jr 7t471-/54, •necx, 1674A. . /41.1.. (2 -Ar. .4AST 114E.44,174 N411,... FIN ,r 5 17.913 71,11. 2.302 FT., 'A/.AE/ TO PK, ,C.P. A 7474 454./4/4. 2.14414611 . 33.342L,RE ,/. 1/oa1'lT7-7114 A sLA,,s .TA S77,4.-74 A07:EL.R.ILE 1113 REV.C.J: SLAB CONSTRUCTION SEQUENCE MOTES: ce,ENLPAL (ALSO. SEE GENERAL 5InIL-11.13AL 7107E.S. 0.41 /C• 7.111, 0,144 614LN-1744 AT Z.,. Llo”, 001-44/CS ANN 1_'07'414C PST 7017-046s - 5C7,5, ,s •rr-1171'1 '7E3,3 L.:70TI,274-1/-337- 18A,3, 51444 9:T.A.It Jr, C:*-IFACTLI, GRA/k.._ EffENCELIA 70 LINLASTLISEE0 3001.45 3,217,1,04.234 14171.5 2 Dir-IF.J4-24.3,3 ro,.. NATE:ALAI,: AT 8.454, 41 41-44/41/ vr,kr CLOSE 177LLIL.,ES L00AriNr. E op ■-4A7rA7:I,74". C SLA,AC cA.ca..&s P1104 112 ANL, ITRA.ING Coni: ..YEA.rEhILNI of 8.134. SC.E 747144171 0.4707:7: 4/AL) I. 7.74.011247 lE37- 17: 2. • 2. • 1,7,1 L. N1L PLATES. 1401476 PLATS, 74 CLEAT. AAEI 1+77 7.2 RLET 11I4410741' .3N 'Ili, 8.17 AL/OSE ••41,, 2. 1740 75,7? 4 1774.244" .417, GAJ,r• (4/6E SPE...71,1CATI-RIS) r343 •TIL C F3-N11111 N 43.I7 t4,7....P75 Al MANE 4/ALL 713 PPL, 51.518.41554; (V , 51' 71-447 1.13,13K '-JILL Nor PL,LIRAIL. 136.4,11 441,71 ,..s., NL.s.FAILNE 71305 3. rue c.s,nniv.::2414 St/ALL 11¢.012. 77-1L ,0RJZ IARL,TA.E,TIN., TIE J.JA Ny. 3E4r. 5-E.,1-14/N, 544444 2127 NNW,. 71•1. 7,118 7//1. 121.3.1 F037.770•,2C1.,A; 1,14R404/3.• 41-1.1 1414K4... 7ELE34/0.4ES SHALL 44047171271I 7, 44? 347 13740744710 77,34 71.,4 ,03,f IN No CAS, 0NALL THE •••/ALL Pt. 4.17 OS /144218.' Our 04 fLUPAD 8., IN,RE rriAA: 1 .ye,' 71=47 I-Es_al 15(5145 Li 0640 SHALL 7101- E41.61/.c.• I 717101 IN NIrTni I. 54PFt7g7 0,1, 45-173 GAAS AND 7,771118 RE20 . F.R.3006 P07117114. 0.17ERNAL SPACERS 04.77426614 SJWIALS 0.3 TIES AND 7104,45 78 ENSLIR. LIAll..33.,1 .1.4,44,, cf- 17V As Or sf•Acinici SMALL. bE .0.15,11LIE44 41-45 1171, 446/.4 1121 EMS/NEAR I 1107 7, ST. 1.11/AR 18271 071 .NAe. AND 4(4" PAS '0/ALL NA 4LL43, 0, 707, stA, , 15.L, AS f1.4[7,:A' TED er.1 THL PLAN r• 7,147 17,031 /5,1/45, 72 • 703 00N1INU2LI5 EAR, e07 5,031 ISA", 184 7107' CON, iNurAIS SAPS ARLA `jr .ALL IAA. 74.4114‘,8./i.A., 0.14772119LITEL 5 03 MIDDLE. 373,0 INC4,7-7F-1,.. (REIN, ,N1./ •E714.A1. .411, 71018. QUADRANTS) SEE 3011- iTJAAE 7:442743N17 rco. VAR 8.LAC4447E.1.'7 511.448 P.C/P Si_ALS 1141 2,71 MIN 144/SAL SPL.I., /5 3.3.7R 5445 .40171,17,3 3. THE C0r1740.7103 SHALL 714r3N1311 AND INS FALL AN,4111-,TEr, 77/E ,L415 18,11/k PRE, 1RE5si.74 4. SNOW 1.540 - 24 PSF / GRANULAR 4• ININ CR6VAIE.A3 MAIL //1/L1-34.R.41.t, 40,01ID 46 ,,Lc4re.A., 0.0,2 0. RANEE Ett ,,At TYPICAL FOUNDATION UNDERDIKAIN e.,_7:7057E,CAC11.1U'N7C L.0:17ACT30 313.2 (Tyr) I GRANIJLAR 46,, ortANLILA, rT,IL 4' :100331.3,1: EEZT A".' IL TYPICAL UNDERDRA IN SECTION " on I 1141i {;:=1.0_11-11 h-af-: - ., 1.1_-'...:,,..) I ;T, '''' NORTH HILL RESERVOIR AND PUMP STATION / !!! - . 5 Wm. -71 1.111-- 14 ' I RESERVOIR FOUNDADON PLAN. UNDERDFUUN I 1-+-CII CHAIMU SYSTEM. DETAILS. AND NOTES fa f1;:l lals (VC MS, . TP/1' t1it.-X,LE 5151' 51011.' ' • i 17-145, . f14-51...eak If, !f-/C • 12-04 ; 4-141 i Tfy-,SP 4 -13 T MIDDLE STPIP SECTION t/ 7 S n ';s . 1 ' I? -#5 fa., t I - L — - 1- • •3... I L_ 12- I4 #67- • =F 4 4 • ....... 11 .,.... VI \‘' 727155= V:15, 4.1! I - I c[7.1 1r „ Ilit-il— Il L -.44Tci d I I ••• L .1 --: ?T --- • 1 - N.. . IL.. _ _1 ,1'i 1 ;Ifl s_A7,-zr., \ Aiv.i 41t, s',1,„, •L'rn, ' 41! ' - IT . 0,..= I - 1 .:.-i4 . ,.. .., . 464 1 I.. --/I--- .1 1:;_-.5T.., It i/, I I, 1 ' - .-.. IN; / I 1 - ,ii''CI . I- II."--47; 21.!: I - I 1•-, I I L___, _ __I • Z., -045 L_....:, (...-1115 L__ _ _,, 4-44r V /4- 4 5 4, .4 .___...V.L£PC__......_ :f1 4 -147 574, I _ - IZ-14TG 14, - %; :i1.1 1Z- 04 T,: 4.'1, 2.i. 1 ,, . 7, t 444. 9ft orr YL7.0../(2III'\ PICA 06-7.4. 1.2- - ,,----- —1 ,r• DI PEE, PIPE L__ - - ::C4f5'.94XICA 4- -11-145 COLUMN STRIP SECTION (75-- s7-145,,-.4 4-145, 17- - . I EL 25'. LT ln 4.-145 r 6 ‘ 4 • •,s 12.•55, ''t• • 1!, ••■ C,Sa/L.L7-74-21 • se- 4 :/7•401.-- ?. 175E 9C G (DETAIL Lti 2.-0, &'d&0C PACE 05 TANK 44,4 Ye DETAIL 1 1 i ts..g,J. . ,,,I., SIN,' .CL S-77,1-. MID ,7A.11.' C....,L .TAJP ..,,C..• r.,..11. .4C71.5 ' C 1,..ES.A..,..7.4A. 5" ,..4,7. ...17 I --. INI---1.--AT E..: 1,1,,E.771:, ., 1.1.,./.. .371,J._ 14, C SE.,/, 1.: r..v S4A-Tr_I57ICAL Ae.tp,r 3.5I CC,./fLA•1_,...e.. 3 /4113,- LAS L.."-A13 755 ROOF- PLAN PUMP 37A- ',ON -5LANCt0 C0 c111.11,6 AC0,51,5. N/ l'Artute 7/55 56E, A IL /:, B. r.x 44m.,./-/ MIDDLE. STRIP SECTION rc--- N NTS e, . L________Y.??9..=___ ___:_ .._ _ _. _if,..'L___ ._________!/.1.... . ,... ,,t ..• 71,1• i 7/7. , .„, 1,.. 7::1' 2 ,,, ' I o....-I45.; I. NO 4 r123,.4 N., L i e _ I I C . , / , ' L L Y A T *a/ .•_Al-1,15 t!' 1,7 RESEVOK VENT DETAIL (1-- ,."• ,• ) COL_L/MN STRIP SGTION rTh.) •• 4-104B, - 4-041.i. /2- 44 4 rc 4 -4174'''' MIDDLE STRIP S ECTION 5/7.3 • • 11-114 STRIP r5 2 I 11 1.7; WEIRMS 19MMT. •••10•4••RING• WAT•R•SaW•R• • •1.....01•113. CITY PROJECT PW 84-W717 NORTH HILL RESERVOIR AND PUMP STATION RESERVOIR ROOF PLAN AND SECTIONS —1 I , r • _41 s Imam . 44(.1 /41.4) kill DK lint - ALTERNATE COL CAPITAL r [,' -✓• •ir RrJF SLAIN RLL',r l":'•:L..R TINY, ! 40•CiR cOT% HL•::J ALL LEAS DAR:. -. L.I• Tor l° ,�._ I.. - TIE, Sru:.:t . .La•.']R9..Z' -rt / F4Ar" ✓.E ALT.'.' R.-v. =- COL.:D -N WW1 SPrRAL / �DIA -L) -I4 Lh' 5 -ECTPA E75 Ce TIES .Y.R 5. SPA.JfC, AT TDP POP 551 4ARL JLLMN. SPIRAL ..10...1E .AR TIES SHALL_ LATENS TO LOT Of -A f," LAD. - S,i•LMA SPIRAL W2• PITCH ROUND COLUMN /L 4' *5 7/LS C 12. -- a_ SOLARE Clx1J I $'4'•/1.0 WI :L LS ES MA7•11 C-OLUFIN' RLI.YP. BASIL) I'O• INTO mrLT PTC. 4 EA /PA SE75 Of TIES POP .".• S.'K.ALNS AT DOTT M pWR 1.7 LGt JNN `.IU. J-ER , M I. ir1C - O TYP COLUMN S FOOTING SECTION �1 \ILH I/'A'TEL) .iRANULAA. /ILL TOIJND15TLRDLO AR ETH 05. /RJR, G'Mrll, TYP 1 C•. 4 ...' I/ATCH As SPE., 4 -I5 EA.4I SEAL_ , 7 /P�, SPEL/AL Z M. :w'E7 :T.1?, i 7- j¢' 70.7 A0,/LSIt'L AN5540E5 EA H RAIL LADDER PAIL: fiAR 2, '� SVA [LC. FI)NCN RAILS C PLU4 WILD 8114445 TD RNL PROVIDE SAFETY GUI-ID RAIL. C DELIS PLR SPELS - ALUMNUfl LADDER- - DAR 2. Vt. ORAJCETS ■i'S1L.' 557 AON1 5/14. AICFC/[S, 114075 a ACAE74 MA.. s/4'DA 1.'L. 04.145 _ Q 1=0' CY - - ---�. DEND DoTTDM P•G' LA RAIL 561412E 70 NLLUR µ'35' SST ALWEs,v6 AM:HORS - • 2 _. 071 ,71/AL 11.: :[ /+rG-. :rR/ :•� +a61 .5 nT TOP of NA:.: T --� 1 2b.00 lul : EvE vL.vr.-. -; I.':"• fV(1 -I N.VL• SECTION INAL HX /T -rf( PRESTRESS 'OP/A AT COT Or .:L • Ill 1.7 tirs CFA -REST K.41. ttCAEAS PRESTRESS 411.1 .-0..,4 I L • D0' Afl Ire AS 5.A:.4N CIROW/AR. 5/.415 1./P-/T, SEE 5u.1 G IS ;2..4.: RADIAL DART. • 7I-o' LA MEASURE/ AT CoRE:4ALL 1111 St.+„4 5 r_•• E.: a :TC IN SLAIN-- L.`'TFJ :J F2.L.AY SRL' 7'.St Rri7' 7O•' 5:-AD. AND CAP SEE 5E15I::_ uNNL :7,... •: DETAIL 514 .:ONT 41096ER 24' C U.RJME TER). - -- {57••5• Sroli+E R/4DDER pAL, GONT E. JTELL AOCE55 WISE FOR •F.^�r- TLMLw'IK: (.ROUT '- 10) .EE P00 1/1.E SFECIAL. REINA AT TOW Of ry5T. TTJ'SIONL'1/ /41 .1115 51H:LA R 'Es ' KWf /L TA /LLL Ar NOTE I. 7R3.74EL TOP of rU?T K: LA'C'ER .4AL- CASE AN.^' ::.` Jf .4A:L 74■ PROVIDE RaPSDEK PA▪ P A•S' 50]/0.:1 R:p�DLR b re 7)N.'. AND :ALL DP N.^?.' RJD.CR ALL a:RL;.ICES DLTL4EE.N RIASDDR PADS 5NAL/. PE CAL'L/LD 2. PRE• ;TRE•:.5P4O is :I.fl ::OT OIIONN. 5EL IIONZOI.TAL PRES:PL95 /.•L: DEA.RAM W'�B1 0. PSIPA;SH SFDN-4L eL.OBL IKES AT h'ALL 00.5E Ea. :: /r LR. '01AN 514444,' G:r1PREss FAC, 14Tn WALL fa,./ TO /CYM A 70/-IT SEAL. _//T 5(75441 RLNLR t' f-/f TL4.Zi AROLNL 5EI5MC .10.4.1.E St-EE-E. I )4' fM (C.5 RISC , WEPT Rar -7s/o �.vl: UNIT, PR.^19f.E ItSIT/+E /4UPfl Rr f! EA011 WHIT. LOCATE Ar C ct cnV::4ALL, ]• -4 n • :C. L.5 :ATE / :1' VI' •4IV Mort MAT WALL JOINT r/NAL ocv.:N ro..l PER LEIrT POST- TENSISNIM: asp AfTLR ALL L.'s54E5 5. ALL 0L of 50.01.65 EKH. 5EEr5y -_ ✓ -1•T CONY EA.:H LATER, --_ --- L- E91.J•" E.vl LAYER, 2•, -,., *4'40' RI4YfLA. NtO,AC Luz:.. 1.v . 8../7741 15 Ef SELLIRE NS TD DABS 1.41/1 151RJ LAST ND SP•4:E TES& 1.•104' PLASTI._ N.5 .PLACE TO RAO.AL TDLERA,v"E Of -Xs • i:4•TH.L/< SICM: :E R.IDE[A RAP, SEE NOTE 3 (4'Ns C1� /4•• NS,sfECj HI ,Tor Of HALL EL 25/.35 •.. TGrC ten z..:1. POPfl OR:✓ t. J•MIP 401/10 C0.54• .', O,ND. L , II-- 4 - I4 - •klCT<R/.r. *4.i' - .'.;.0' 11:57 If .*:T.L:GER rARJ3Irr;__ !- f i .i :1' E,•. SL F11,1, ON H/1L PLATES LA/ER ENE•; .11` DARE.. -II'i. A.L14ALL. - 4EF.•1C LADLES •E.A-fAIS. TE aEANI CM,-ES 5E[1RLLTL TDAtRS,TYP , 2 - E+7RA 04 514' D,µ 5!55451 REAMER /PAD..:..-1 IL, ea T14HT Aran' \ EARTF.I1,/L .A DLEA - frLL VOICS AS S E;D,4EE No/E5 1- 15•C05T Tp Is ADDS_ ..R :404f MRS - • I 4 e_ DE.`:D RAD/AL76.1AT y' _ iS ;Ws,- DAPS L /O.,: / / 3 :1 . I • : __j- TIE PE/SM• -_ MEAI)REO AT - -s/ `:.ILL 4. / , 1-- •- - --. f ^• LXSL LSSELR: .: - !('- ' I TD •'i - J4.1.• . I - DIG O - I5 .4./45.14- 04714'_I 1: • r/ :GR.>tfi "1/DE 7101E [ O.f a I -f :'I LL AT CcMRA,:- T -4l :OPT -.=w EL _z5.1 -; F. P Off.. OZ C.F. - ESA.. `64Rk .45 N T RA, ri. T1 5I ua RR 'PINE 7 /LS J !...:•••••• TYP 'WALL FOOTING SECTION J It 3 F IL } ■_ !� . . - -_ �h ;417 _ _., i NORTH HILL RESERVOIR AND PUMP STATION - E ° ! i --H : E r -j. -_ RESOrvanSECTORS L agifiltl R --}�IT I VIZ r`C L F1SLNfE P4L.UE 1.' TOP of NAL.L PL ?'A. A L • n. CAP Top rI_ArE NLLD TO LA 541E 19 oRE., ENT PloVE ILNT f N. B!"0/RAC., Of ROC-4 SLAB .c s . 5 • ?IL , L rTE T, EA 7D TOP. • 4 CAP AS sb r tCC TOTAL) INTER ,E.D,7E ---,BE-5 To STOP PLUSH NN.+/ A• ;f• fns T- TENS1TNWv . 54•cu 5f2 s'4• 'I' a.�REJ "Y.LL 5ECTIoN {72 • • 414', CONT SPON..1 RL.11sINER PADS IA rA.:4 of- NALL, 7700 PC'R TIC NT PIT AROUND CAP SEA1. TDP C EC7 141TH NATLRPROZW UtILraN. 70 PREVENT Co NC LW7FRP4i CAP VERT ROST- TENSLJNWY uu17S SPEi1f IED Pup. Na. Q. SPACNL: 5EL PLAN RAF SLAB SEISM /C CONN DETAIL ▪ = 1 =D• 9 1 � (7Y P) '� - 11'.oRE WALL BELIXl OZ'IHZH 050114 4=0', 410• HATCH OPU , TYP B'N.G H CON.: CURB , 7T0 • f- •S •L5'd; T45) LA SIDE , 015 EVE ON OfNG (ryP) Q PcxR.wiRJ 4. HATCH oP7, PLAN OH B PLAN CRAB RAIL. Inn 1L PT POST TT- NSION•Ir1, UNITS. 18 PER .1AL_ C LL RLO) LOCATE 5I4.7. dl Oh'' PL(lNLATION F[-V! f5 CIR`LI.AR TIE 0014T CIRCULAR HOoP SIZE BARS .P -pa SIZE ,NCO -2mA. R0OD SEE TVP //ALL 4' PTO 5E[, 9H9 s L ' n £ ;:' VE47 POT - 7E/OSlo/IINC, L'1 r/P4 DE.TA/ L /17s 9,11 '5, C•ALV 51505D SL 9• 'i ,,C. i- C. RP-00 PGA UNIT) 5E.CTION RUP+A7EII R.431 N U( R42311 L•. ?IG' PLASTIC N0 IN C.) AND To 4'•',L• PLAS77C 14+ AT 4-:ALL AND 7D L "• 4,23. PLASTIC Ni IN CIR:LLAR .SLAB EN'JT.s FTC SLAB CJ i L 0500) LOCATE. As SItWN dJ 'ON PLAN 7D MATCH L[YA7701 OF WALL C.). 'I PLAN hOR.N RUL]ATE( SLEEVE or 2 Pl(S Y RUGAT[A 1bRM 0RoASS IN RLIUSATFX BY *017111 .IlY S IL/S s MALL LNO:1H foe_ TLG/T PIT. /8505T.C& :LS ANO • GL1/L PIE :LEA 1/SCOT7ER. SLEEVE 5••LL rop / A SN/G f IT ARpcv.(O . SEISMIC CABLE SLEEVE. DETAIL. N70 If l77' 5C41 40 A L 05'0 ARAB RAILS ;0 REO1,) WELD ALL OCPd.'E.'7L7 • AND CR/ND Sft'pT■ -f 4f 4 CoNT OP 1' 1 -1/ Y 2 -f5 TG 5,EA lac- !O' NOTTOOT SM Srl_YLN �• CRAB RAIL CURB DETAIL SSEGTIOIJ Al- PL j0•L•IO W /4- •%'&SST 0•175 IN PLUSH S FA RAIL 'K• •L•SOLTS IN Ex,. ANCH.Ati a 010. 1-1Ax ALL AL� pAT. VI th , pVALvC w - elms k '�NDINfI�RWO WAT�M /�WIA•�UIEOINO CT Y PROJECT PW 84-WTn enioT. Ih I4u ° tI1II "'c' a .. '� �I� " ! _'fiIi�� °) NORTH HILL RESERVOIR AND PUMP STATION i =° I. 1 . ' Int RESERVWR OELf ! I;ii_1_- r• aAHli1 • aP mums We MC mat. 0111 N✓✓VLA DID -/C OILIAU LOW �I E .EU7ER j SOW,. 1 • 4.O 15 TOP - 2 0483 At- C.'1.95 M.01 PPE r • O'FL 'OUTTERFLY VALVE IO'FL•AU• (14• LO WALL GS7EDj COMPACT GRA,EL 225 00 / 4LCAFILL -SEE ['RACKET DETAIL. F.\ N' 0 I PIPE •• FLANGE COUPL/L•G ADAPTES W/ THRUST SCREWS T / -r 51,1+12" E.W T✓/ AT SIDES 4 DOT TOM - yea /ST _TT --- IUVERr 22075 OUT :SOO • • ss- 1 i.-.1......___ '•""- I J M• • MJ • MJ A IC ,1,.4' la e• - '_ ,1\ _ III o �AIIU PIPE COW. GA, W 5 ' ALL ARO•uD) ?' E.W 'dES I BOTTOM •i DAR E' • '2 CLAMPS ROLL. D OF CLAMP OF DI PIPE TD O D II 30• SLOT MS [GAL✓) 1 7' 3FG SLOT reD HOLE ID TIGHT Tw,IrEU FILA;ER noH r__. � 3n• E 5/1.•• 9 IS' ..___._- �-1. --' G 2 /2• • 7 1/2' • .7/14 (T,'P)_... • ) lU t, W /3/4'OIA M D (GALVFLUSH SNELL(TVPf - - - - - -- '• E 'M/ I•Igr• 0E410 AFL EEI DLE COUPLJLG 1 -/4' 0 1 PIPE COMPACTED GRAVEL EAKASEMEUT TO UUDISTLRSEO - I' -O" 5,065 • EARTH G' MIU TOP /507'70M "\ --14' PE • 10'PE REDUCED MID COLICRETE ELICASEMELTT ALL 4ROUl/D DRf4/N 0 OVERFLOW DETAIL 3/e - P-0. I' THE RUSSER GASKET. +II.MIUUM COVER e • 14' 0 0 WITH WELDED Oil PLATE ,. JL' it 2b 14'o0 EP R/4G - 2' 50 OPERATIUG Du"' WASHER ((,, V1- IS." 00 Wa- I/1' D/A P H 0o 5 !(CAD 't) TACO. WELD NUTS TO FLG GREASE t PLUG PtIOR TO POUCIUG COLIC • sle• O• • 9' 5CHD 40 E _ ..71/1' 00 TEFLO. R ✓ O W/ HOLE M O.- SUFFICIEIT o2E 70 01415 STEM • 4 i 5ECUR,u0 .• I/2' • 7 ,/2. 00 STEM' ',OE W D TO .•47€,5,0. 57'54.1. DETAI L I I /2' - I -o- 31 IC- I:•�,. l[ /7' • / O OF PIPE OLE OF SUFFICIEW 512E 70 PASS STEM CPL. • SECUULA3 •/u L/OTE HOT DIP GAL ✓AIJILE AFTER F413R /CATA?t ll r71 7 BRACKET DETAIL �1 3 /4r -IO- I TYPICAL FOOTIU. CEIUF COL/C. - -_ COMPACTED GRAVEL 70 ULID5TURSED EARTH, 4 MEU, ++ TYP fir• • .5 & /Z. LAP —'• • TR/4f SLOPE TO FIRM MAT'L, TVP -"' COLS r eLC7Ip/•J ••1 JO/LIT I � • . 5 L /Z' fir 1.051• M/u MIU F VV SECTION g 3/e' - r -Cr C 11/1 .1/2.1/4 WELDED FRAME W/ I /4' pA •4' 57,05, 3 PEP SIDE GAL✓ AFTER FASRICATIOL AL. ,".0 ADAM FAM'CATE Iu aSECT,0u5 70 DLO, . REMOVAL., CLC TOP 3LAS 0EIU0 THICK E,. SLAD AT ALL,TYP DETAIL I / /2' • I'. O' / • 11A1.3 F,F A /bTD .... C.OLL 40 ADAPT FL EDGED - _-r•1,_, EF W/ THR✓ST 'LIES SEE DETAIL n IULET PIPE DE , ' IIt' AO' SASE S0[3, IG• WITH F 5ECTIOLI OP HOZiLOAJTAL POD O. TAIJK WOOF - EL 11425 -Kt AWED COUPLE.. ADAPTER W /THRUST TIES OH 90" DEMO _( 1,54 25 �P /PG SUPPORT TVs OF S OU CDOF, BEE DETA /L I -TOP OG WALL STEEL, SGPJ EL 25133 R1AKG:70VE0 /ED • /A/ 4CC0✓O 14,0,0 60P_ twK. H4L,0S TW.GTA/E'C ['RACKET, / 0E00, SMEAR ".ATTACH TO / EAO,'✓W71,0 AMC140RS hu GRpuT h/ _EL..275 ID INLET PIPE DETAIL 3 /e" - /' 0" D F.-THREADED TIE 50/0 GOP / NUM ['ER 1 6/ZE SEE TASL.E(TYP)- SrAMD_RD FLALGED JCVUT- ME THICAME55 j T[.4uGE.._A1 /1,177 -vr FLANGED COUPL /NG ADAPTER 6[470 FADRICATE LUG FROM STEEL PLATE • MIUIML /M THICKUE55 TO SE THE SAME AS FLA. -DE FOR TIE WOO 70 I 1, CLEAR FLAUGE O ADO 1 as MP" EA 610E CIRO Ju S P LTr •5'S' DAGOUA[. DAR Si EACH COP DE I' • LOH GAL,' wATERS70'. TYP ALL 44LL5 j L' MIu (TYP) Oe /[.L HO SAME 5 /LE A5 FLAUGE (Tian THRUST LUG • r..)[ ATE SHALL COUFORM 70 A57", A 255, 6,10E 0 /'M /N; 1'MAk___ 0,/C T LE - -Mai APE PIPE T:Ku r -24 544',7'0? I: AUD LARGGR 24/05 AS.YA�:V /CK \DIAT'71LL SPCC /P /C /06474 -Cl 1150. APE 2/44./110 CUT 60[004'E TD PRO✓ •LLB ,PE0S3 /Y" PDIC ,SP AJ,F NCTTG 1,0.1177 /LGL1J 500P •CA•K 70 P4P0 COLLEECT THRUST LUG TO FLAUGE POSIT /01 LOGS ISO • APART FLEXIeSLE COUPLING TIE ;ZOO DATA PIPE 0•A TIE COO 014 • • (JO •EO'D 4' 'IS' 2 4' 5 /e' 2 5' 5 /e•• 2 /0" 5 /B" 2 /2' 5/4' 2 l4' 3/4' 1 /4' 7 /S' 2 •• 710 WOOS SHALL COUFORM TO ASTM Alga, GRADE DT. IUTS SHALL COLFOR Al TO ASTM A1144, GRADE THRUST PROTECT /01V T /ES %6r M `_G.CLq'E LWPT• , .'M✓ ERA/i- %aRP//T..LG MC' Tn? 15.100111, LYGgrti ,300 WL f 06 GGtJOL DUCT /LE /ROC/ P /PE SEEP R /NG i 5 11 ,VTS SEE LOTS 2 - -, SEE MOTE •f CURVE RADIUS S 3,4- SOLT LOCAT/OM/ M TG HOLES POW POST • MOLATT TYP 04-•• `I I o1 !! Ofi [x.4 -- hI APE• SOTOP - • 1 GAL✓ �•('12 I I P -I_G" SO[fARE 5.5E I / /Z• STEEL RATE s3/A"Q?V5 W' R rpSr AUCHO,t D A "—/ l/2• MOU SHL/UC DOLTS SHALL FLOWADLE GROUT OE S/4' OlA • 0• W/ LEVEUMG MUD'S ELEVAT /ON SIDE VIEW cores 1 INTERIOR UUll' SHALL SE /ADC •GAT- -D FR041 1 /6 A-34 STEE[_ PLATE I EL/TIRE U. /T SHALL DC HOT UP GALVAUIZEO A.F.TER FADRICATIOL.• 2 ATTACH TO IUOIL'IOLJAL LUST WET-, PLATES e (A) a /e' 5TauLESS STEEL Dom HOSE RACK DETAIL LTD's AiiA•}c WISIMMS •IINOIN..RINO• • WATOR• SSW El, CITY PROJECT PW 84-WTI1 ' - SAT. - 1Y1L0140- 112• IvC "', 111 _ �("�. i' `� IJA =��r �i �:1_`_•.I.1 LI L_, NORTH HILL RESERVOIR AND PUMP STATION i ( " —} �I / �• 6 °' rrr r! - i—. Wills - -- RESERVOIR DETAILS lAHIIL _ j( =luso A 1 a .. 61I I mrnr U11 ft: we 4 I I ::f21/01f2 DEAT•T I 9 DWG //cc 7•441.46 WALL. t 574/0l5 5EC DWG /5 Albs /5 •• - 5••• ITTLEI-01501C0 401, T rILLEE 1 i -- 1 1 II :PI I I a I 1 . i_ I it • I I II/ , / // / // // Ti IA \ GONG 92.014, 0 LAI-10014 Ii 7Y21C.AL /40•12 PLOT -- I- 4 5 _L70 I I --- I ) EE.0.01 5 / DOG 7 EL 252.75 _J -- 6047 P40 (1797 \ 1-4•21C1-1 1 CLIME 17 -o -0.4510E PACE 14CT WELL et_ 252 75 TYP AT WALL. PERIMETER --- PD E... 252 GG 714 4 PLACES 5i_000 TO PD TYP -r ' a 252.74 IC> •---EL 252.75 --LOOT MD -4C). 71'? 5 PLACES fr—Cr,, I cor•T ro/ • .• 1 bEA/4 4 1 DWO /5 -.1.1LL 0.2L A0.1. FLOOR PLAN 3/t.• • r ITT/CAL f,..57 • - Alba. /5 PI4L rrr /4 7•11•ICAL 1002111 557 NOTC5 I SCE GE,./CM.,. 57.0,C7U/L0L NO1E0 00./G IC AND DETAILS 04-10 IC. ••1.10 17 2 flt,./00.0LL c7TS. INCLUDING 00055, ACCOR004G 5 MOO, LIVE LOAD • TAO 05F 1000r LIVE 12.1.40 • 251.00 2.0u041,-,17 OLUIO SOIL 442_521,121.E 02 LLALL. • 57 5 ITV,' . ...._.. ,...W IsiollgiLTE WISIMMS —Mali. ••NOININIMINCII WAT•fl INEWCR • CITY PROJECT PW 84-WT17 OUILDINO _____4■.._-- .*•-1----- rel•sled -1—. :- :,),-• :71 ;:-11Z4-1-1. 1 : L- = : f r 1 r:',.•=-• — .., NORTH HILL RESERVOIR AND PUMP STATION I2 • 1 ■ I 14 •e5__ I7.1 17— . PUMP SlXnON FU3OR AND ROOF RAW lite 1 la lis CKWHIll CETAJLS. AI NOTES le mums 1/451:-.71 I..: A 97/44/45 - 145C 54.AD 27441:' 714 • 2, 219.10 ,7 ,. 1-$ -- 26012' (•Ge G• 4Ii0'.L LIE,- 21000 4�/4 �1 ``.'' 20, ,2 • 7c412 /4 (.%C -L.') LAOOG:! • • � I •. - - - -- C.-04.0 PILL LC1.' .7 P_ 12' J FUN, CL 219.40 (5TT -'O) 7 y - -- i d r .11117 // 1..2-- .YOPE COIL "\ •0 a 12. 721.--- - r,LL TYr - •. 11 •7072• TYP--- -� -- 46.• 12' 44_ 4 •74412. ti \,. (5116.6•) TIP \ ' T 4' — •6 ,r 12' L _1' . 412• -'- -- (yy!G•)L� 0014 PILL (5010 -G') TIP EL 219.06 AT 04L L PGNMETER, TYP �t _,� `rte �.--► • ' I I_To� _- c5r., ICP MR5 AT $An.E !!'' i LUCATIO/'IS A5 154413 _ DEL4A, 5EE NET w'GL= ._- THIS ONO - ' . • _ - -_- `FOR R57 912E 4 N \, NOT SIOWN.5E'E 4.1E2 WELL 5,"YDAT10.^% PLAN,' TH190$0 \ • 1 NMI I __-1 •-405,0 4 47e. (SPC+• G') I 2 — 0 of - 46512'1474412' (540 -6') L7J� 41111.' / 4 5-•G \I I S 1' ..1..: 2 —' BEAM I 01 WET WELL FOUNDATION PLAN - I. -0. - -5 -26 (70' Ofif AT PPP= CND) 5- •o . 6' -•• 1 ' � � G' -ICY # •4i577R e7^' ' BEAM 2 DEAN 5 2-•6 CP CL 247.L ` - 5 -oa 4' -et roe 12 L_ / , , � OEAN I STION ( ;EC - r -e• (-47) /2,5 2-•5- t5,9 Cr- - 2 -27 MEAN 1 y SECTION 520 90 AL 14,0T.R SAPeiV GL1•.f5 OcloCe �Sin • t, 9 — ..S @12• 474 615 1 • ,7 ,. 1-$ -- 26012' (•Ge G• 4Ii0'.L LIE,- 21000 4�/4 �1 ``.'' 20, ,2 • 7c412 /4 (.%C -L.') /l LS/ -- •r. a, /2. (47eo' atone ELEV 24004 - 11 •644 0' I .1440' (5PG -G•) (•746•A06.'E eLEV 24775) -- ✓ • � I 20- U F G: cErT1u+ 1 5tc�} . ) If \ 5-07 ' TYP __ I [ a 1 �.--► • ' I I_To� _- c5r., ICP MR5 AT $An.E !!'' i LUCATIO/'IS A5 154413 _ DEL4A, 5EE NET w'GL= ._- THIS ONO - ' . • _ - -_- `FOR R57 912E 4 N \, NOT SIOWN.5E'E 4.1E2 WELL 5,"YDAT10.^% PLAN,' TH190$0 \ • 1 NMI I __-1 •-405,0 4 47e. (SPC+• G') I 2 — 0 of - 46512'1474412' (540 -6') L7J� 41111.' O • SPLICE T 4 WET WELL PLAN 4-•0 TOP RT W 15 (AT EL 244 t ) 5-00 607 RGN {i�4 TRR�[• _ la -u 144 � �SSTIRIUIPS a -11� ( •oe 12•(•6 a G' Above ELEV 2450D- •4 5TIFCRLP © 1 :[ 7YP 2-we Ti'-G' yti� n•. 7• "7 +9�1N4+P57 G• 5. '-'1 M D71WCIr7! i2' -4• 112,4— PEA 3 12021, Eo•T 0201401 5140014 �2 -•7 7 �'' - {--Q SPLICE -f 2 -•7 r Si�54447812•-4'4 7•�- 4 5 -• 7_ 570 40 0,400 TYP - 04 STIIV4/PS,J�' 7YP - - 44 54011Jr5 a 1 ^•_ __ :. 2• BEAM 4 EL 152.75 - •• •9512' 5CE •4 .57 immure - 5CAH 5 - ElCV 211.7E ,— 4 -•0 ( TOP 4AN) '� -5 -•0 /'CL Pll']4 TOP IAN � '2-•S Cr 5 -•0 J —r.. SECTION �4 -07 --- 2-Y5 et SECTION i1 '� AuA6tE weQMs ••NOIN.t IINO. •WAT•P•••W•P- CITY PROJECT PW 84-WT17 - EAT. -BUILDING- ' '--7- E r I{t (�f[I�- 1G� !��. "t' ." � -�' "-' NORTH HILL RESERVOIR AND PUMP STATION [ a 1 NMI I i `_) im L7J� 41111.' O PUMP SUTTON WET WELL PLANS 0*) DC iLS wl aS .IHIL1 • W. amen 1116 SEC ass 1 7•7. r.7•.7•17- _ r Cl. 1E,-) 4.1110' 2-1D • E. F • 2-& LJ --=•• 4.0/.2..Cr0 - 1./L 5,G • G' C-C CL 27: 7S WALL rtf•JML717. - Ti? GLE V VAP.IeS et. FLAN • ET WELL DWG IS •—f • SECTION 1-) Ti 5&/2"; •Gli, IT'. •a, -CL 25/OS 4 • - OPT 4.1.44■_ CO AND G. W5 PAPA..., I LE/A,..5 ARC, —von ere — . I I ,9!1, 0. 6-4SC PCR P.5T NOT SHOW./ 5EC wALL - • L.. • Ir. C3A CLAI •.• 57L 'D TT.' 740.00 LAP W .NCrr ,NCL • 7 • 20"-0. 6' IV LAP NI" IN SPORT DOWEL - •oe rz 54 r; • e.& r2. (5,0•60 f. ‘..1'q.- • I ,/ TYP EL :MAO / • ■ i FEL'''. # 7e '2" . ..' \ • % PQM CADGE-E. DCTAIL ANo • 07e/2. Ir. G..)s ;•e°4i17e• SECTION OPTIONAL C.1 AND G. Pct ,‘97 srir 01.7.0.91TE NALL_ 7/.'• en tii 1 ti •:11r "IP .-..- • oz• ... for, 1. er,V-SL-741L- b I IA. •,-..e rz• —' —... 2S• 0' GoNC FILL ELEV VA PLIG D. SEE PLAN . /0-C • --•-lerr ____. 171 L_ F 2.1.1.co WALL PCP. IPIft 7crt TIP-.. • I TY." , • • - • SECTION 1-) Ti 5&/2"; •Gli, IT'. •a, -CL 25/OS 4 • - OPT 4.1.44■_ CO AND G. W5 PAPA..., I LE/A,..5 ARC, —von ere — . I I ,9!1, 0. 6-4SC PCR P.5T NOT SHOW./ 5EC wALL - • L.. • Ir. C3A CLAI •.• 57L 'D TT.' 740.00 LAP W .NCrr ,NCL • 7 • 20"-0. 6' IV LAP NI" IN SPORT DOWEL - •oe rz 54 r; • e.& r2. (5,0•60 f. ‘..1'q.- • I ,/ TYP EL :MAO / • ■ i FEL'''. # 7e '2" . ..' \ • % PQM CADGE-E. DCTAIL ANo • 07e/2. Ir. G..)s ;•e°4i17e• SECTION OPTIONAL C.1 AND G. Pct ,‘97 srir 01.7.0.91TE NALL_ 7/.'• en tii 1 ti •:11r "IP .• IBIAgILITE WISIMMS —01sT. •ENCIINIPORMICII. •WATIEF1•011111/11111•P^FIKS•01.01LOINO. CITY PROJECT PP/ 84-WT17 iiii■i- ..r " E , lei li • I IA. * ' ---- acwHiLL / i4 I JAMimmuti. AAtiaLegibc) NORTH j-- HILL RESERVOIR AND PUMP STATION ____. 171 PUMP SIMON IMICTIOPM - ;fat. ruturrS 4t. Ilf-C Nes 4 2' Oi.4. wEE, NOLcs e - SEC T/ON T -• E.L 254 FL 254 55 1 50 =R J - - 4.5e 12 P.E1Nr p4 57,11,0 FIG Cr.,-10...5 - c•• SECTION 2444 50 2. 72,1.00 • --- 14' egraNef,o0.4 J0,7 u-,1 WALL 5E7'0ND To „wen/. NOLG 44 TIP GRANULAR PILL 54. 250 55 Iwo-Jo/cat • .-"" s. ••„ • tt I'-z EL 251.00 SECTION 1-A- we- To' ar o.ISNOIO'45 see SECT/ON (d\ /5 54- 244. 50 b 050 /2• ---- D2ITIL/S2.0 r. --ELev 24.1.00 --•se le Lap ..//9,40A1 04../L racc DItarNo+G Gr...4.1-4.PC - •2• • 011 5 e 5•0 C•C (MA,. ) - 4-7 12' G• 14151 COMPACTED • OPAMULAR MAIL TO LINDIDTLIPLCO EARTH.- TYP I SECT/ON ••140.NMEI.M.10- •WATIMPI•SIIWEI41• OWLDINO- Di 106.1ENINTE 'UP - MRS MOIST. • CITY PROJECT PW 1114.WT17 ._ Ma 04.21.; a__ 4_-1- i•il .1.71:, rm 6 I I. i; --5).15_tri 0.-4...1.= I ( 1111 1_3,i NORTH HILL RESERVOIR AND PUMP STATION p B. 114 a 5 Mom .141413EE •5044 Ws or,: Ate MAIMS WALLS AI C STAIR OETALS --- CIOAHni • • owl roams ENERAL STRUCTURAL NOTES INFORCING DETAILS IAESS OTHERWISE 0,OM•, CONC WALLS AND SLABS SHALL BF IFINF AS FO:IO/•'S: •a•T7' EW CENTER OF B SECTIONS: •6•57 CENTER 01 6' SECTIONS: •A•17' EWEF OF 17 S -CT IONS: ;se' EWTF OF t7' SECTIONS. SINGLE MAT REIN SHALL .r AT CENTER OF SECTION. UNLESS SHOWN OTIERWISE. .•IN (BR FOR REIN, BARS. UNLESS SHOWN OTIERWISE, SHALL 7 W/TIEI• RACED ON GROUND: FOR SLHFACES EXPOSED TO ,.ATER OR WEATHER - 1 /Z• RR FOR 45 BAR AND SMALLER .ID 7 O_R FOR LARGER BARS: INTERIOR SLABS i' CUR, ,TERIOR BEAMS 1 .4' Cup. .REFER TO WALL CORNER AND WALL INTERSECTION FFIFFORCING ' -TAIL. IN GENERAL. THE WILL CORNER REIIFORCING SIZES >rD SPACINGS SHALL BE CALLED OUT ON THE PANS AND IEFERENCEO TO THESE DETAILS AND THE TYPICAL HORIZONTAL PALL REINFORCING SHALL LAP WITH THE HORIZONTAL REINFORCING. L BENDS. UNLESS OTHERWISE SHOWN. SHALL BE A 97 OEGREE ,1NOARD HOOF AS DEFINED IN LATEST EDITION OF ACI 318. • LESS OTHERWISE IIOTED.ALL WALL HEINE BARS SHALL BE- -ONT AROUND CORNERS AND THROUGH COL OR PILASTERS. .,FINE SHALL BE EXTENDED INTO CONNECTING WALLS AND AR'ED ON THE OFPOSITE FACE OF THE CONNECTING WALLS, >S INDICATED ELSEWHERE ON THIS SHEET. VERT WALL BARS nµ1 BE LAPPED 41TH DOWELS FROM BASE SLABS AND (TENDED INTO THE TOP FACE OF ROOF SLABS 2I43 LAPPED KITH TOP SLAB RELIVE. UNLESS INDICATED OTHERWISE. 'ONTRACTOR MAY SPLICE CONTINUOUS SLAB OR LONGITUDINAL ;TAM BARS AT LOCATIONS OF HIS 0- LOOSING, ExCEPT THAT ;OP BAR SPICES SHALL BE LOCATED AT 441DSPAN AM -OTTOM BAR SPICES SHALL BE LOCATED AT SUPPORTS. ALL -1E11F BENDS AND LAPS, UNLESS OTHERWISE NOTED. 94ALL .ATISFY THE FOLLOWING MINIMUM REOJIREMENT: DETAIL OF REINFORCEMENT - LAP LENGTHS SIZE •B OR SMALLER I Ni I se 1 se •C DESIGN NGTH 40 35W PSI TOP BARD' 34 DIA. MIN r -ej 7 -7' 7 -P 4' -S B -P T -7' OTHER BAR 24 DIA. MIN T -0j 7 -0T 7-B 7 -4- 4' -I• 6-7 TOP BARD 49 DIA. MIN 2'-(P 4' -T 6-r T -0• 6 -B 0 -10 OTTER BAR 36 DIA. MIN T -B 7 -7' 4-7' 6-0 6 -B 7 -6 .0 DESIGN NGTH 40 SI 76W PSI TOP BABA` 33 DIA. MIN f -B 7 -P 7 -B 4 -! 6-6 6-6 OTHER BAR 24 DIA. MIN 1 -0. 1-07 2' -B 7 -T 4 - -P 4' -0 TOP BAR. 41 DIA. MIN 7 -0• 7-17' 6 -2- Q -e' 6 -T ID-0" OTHER BAR 34 DIA, MIN T -Et j 7-15 5 -B' 4 -B B -o- 7 -7' -C DESIGN -"NGTH 4WD PSI 40 TOP BMA 32 DIA. MIN T-ej 2' -0' 7 -T 6 -P Q -! OTHER BAR 22 DIA, MIN T -0' T -P 7-! 7-P 1-0' l0 TOP BAR0 46 DIA. MIN 7-0. 7 -B B -P T -B OTHER BAR 32 DIA. MIN T-@' 2'- B 7 -B 5-B 6-9" LOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS LACED SUCH THAT MORE THAN 4' OF FRESH CONCRETE IS 'AST IN TIE MEMBER BELOW TIE BAR, IN ANY SINGLE POUR. -OORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. l'ONT OALV STL WS AS SPEC, SHALL BE INSTALLED IN ALL .;J IN WALLS OF WATER HOLDING BASINS AND OIANRELS, I ACEPT WHERE INDICATED OTHERWISE. rHOVIDE AND INSTALL SELECT GRANULAR MATERIAL AS . PECIFIED UNDER ALL SLABS AND FOOTINGS 10 UNDISTURBED . ARTH WITH MINIMUM THICKNESS EGJAL TO B'. UNLESS _'THERWISE NOTED. ROUND COG! wITA SNORT RAONS TWL ^ - -\ STD° SLAG RE'Nf' AT O/NT TY, �( ;NE/ T'lY:uP6.4. 74.3.47.2 AS SPEC//'/C0 SLAB N N. To, • % •Y'ONT PC AS )nC v TERSTCA [ICVVO 17 N1G,RSECT /NLyy' S )Y° '2 /NTEMococ0 E.PANSSV o Trr•EJ Fv -,icE'frd C C;:C7E • / ?/OJ•O(•C �NA/1.5 TEN Sue -_ ATEAPJ7 TYP 2 Brews RooP /NCI GOUT 4' • /2' UNRE /NF- -- CONY' "AO N SLAB EXPANS /ON JO /NT f7 7,1 41ST TATS AMU SECTION F /4Sr W1FR104 I'f14 MIN R4 OR EATERKK PEA O' WALL eATEA/O TO /VZ' AT /O•/r /OpAT 1.4 511_P 01 W 5 ''LICl/T OTWI CF Iti.4A OIL TO tRGVUTI PEND PRICA4 TO UST Il C, 41TJ N ALL. FEED CIL OPT W.S AND REIN, a I' /O • 2'FIASTIC El/ CAN WITH I' SIMOFOMF OETAFB'N COME>L NO E146 DA URINE TOW FOB Rllrails«T SEX 4'. 4ye•PSABr /C WAIEPSTO! [ONO TD (• earses OF « EASE 9Lb rpm ..60. LU ELS AS SACCO LOCATE • I 49' MM MBA T O O' WILL MO • 3/0' AM4 5/ EA RACE ALIGN APES TIE W PEACE ID FKT RCAF ALIGN IN NORlt /LANE AHD PRRALL,1 To RACE Cl' WALL VERTICAL WALL JO /NT NT9 A 0- CENTER BULB OUTSIDE DIA B-MIN STEM THIIO(NESS • CTR HJLB -ANN BULB THILY(NESS F- APPRO4/MATE NO. OF RIBS FACE SIDE, EA FA CV WS �• PROJECT ION ALL RIBS, TYP NOTES I. MATERIAL OUALITI PER SPECIE 'CAT IONS. 2. DIM REOUIREMENIS INDICATED SIAULD SIZE A B C D E F BE GIVEN TO 4 S/PPLIERS PRIOR TO PLACING ORDERS. 3. NON -ROUND CENTER BULBS SHALL HAVE A MIN OUTSIDE DIM OF D. PLASTIC WATERSTOP a" 7,11 •EVIGVIDE MIN LAP AS NOTED OR SNCM'N ON PLANS. TYP STEEL REIN/ • r■ OTT BAND 'B' IAEA •L I �IIi BAND e' BAILS EOU ADD 1-4340 -0' 01A0 AT EA OCR FOR EA LAYER OF RETIRE STEEL REIN/ CUT BAND 'A' 1-•3 HOOP, AREA OF BARS EO/AL 01A OF OPNO 6', BAN0 'A' BARS CUT IN EA LAYER OF NOTES RE INF FOR OWA"d T. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS LARE.ER THAN B' MD SLABS UMESS INDICATED OTHERWISE ON PLANS 2.00 NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS OPENING REINFORCING cep MS MECNAN /CAL LY R 1,/GNEA/ OR E-.A NOGLA5T TAPER -Ti[ FCH-G 6L1RFACES -C C. 0./Sl W 5,40E NC7"E ' AWN 0/A AT O0/7'5 /0E - /4 TAPE/ HOLE 50 THAT M/N NICAL-1 /NS /OE 220.4 ° / /0 EPDAV -GMT ROLL arIRACA OU7Ea/0E L1</VE /N wYL PLEAS SIIf A;US 45 FE63u /4C0 TO OR /4Y' DENT AT CENTER OF AL/,ALL CO' /0ERLCT.CSS/ - 57EP'°W : O/ 84A41 oi_.ssT OR AAGCJLAN,CALLY ATOCCI CN WITH GLGCT/G GLA / /P.wEA/T O2 ARA2 N VNYL 2L t O LICIT COAT A/ene IPA -ALE GPDRT /9 LICAY OAT-PACK IN5/LC O e POxY COAT OLTTGC1e I whet _c ePCE1 r /o TREAT ORrPACIS CIAO/CC LISA /•NM.TALK , ATONSM•NK 0401.17 A5 YGCJP/EO ALTERNATE FORM TIE - THROUGH BOLTf1 N PLASTIC WATEROTOP- - • t! - STYROTt4..I4 GET WEEK DAIC7 AND CLOCKING I'02'' 0002' .CUNT D{CL/C IRO TOP 607 I SOL /D CLOCKING A5 RGOD TO ACCOMMO' ATE WATERSTOP NOr•S' 1. RLJN, EARS N 001151 JTS SHALL /4/7 Oe CUT. SPLICED OR 01NERW151 ALTERED PROM THAT SHOWN Ol 5H 2 ARTIFICIALLY 150I/ONE0 CLNC AND APPLY CONDINO AGENT PRIOR TO CA91 1NCI ADJACENT SLAG, 5 PILL SPALe W/ ST YROPOAM CE rNEE,/ REIN/, Cl)? TLT HATCH THICKNESS OR Ile/NP GM/ WILE. ROOF SLAB CONSTRUCTION JO/NTf NTS 7,D scE 5//P.I9 PLAN LP4r/. N WCHECAERED MATE I -AL rL y1" 2%E' 7X0 'JId rA.OLO ) k III r •2:k • 5 04,440LB MR PmE/WOE ) SSTL 2.2.54 ;O /O .•;; SS T ROOF HA`/ T/ C H •- ' _ NR O T(t2 ' T TTOP T AL) GRATING HOOr IN'Pt NEEDED AT (YON EAGEO 6UFPOA rv. TT L2.1.10 num TO '14. NGLELI, W W 7' FIT ANGLE., VIINCA1= LEG .45 REDO FOR \ 4 ;O•, 4' ANGH(X5 GRATING TN /CANL.SS e 1=4'CTRS ALUMINUM OR STEEL &RATING FItt//LeRASS GRATING ).l APL PA • 2.2 • /e•• 4. STAINLESS STEEL ANCHOR SOOTS B 1-4' CTRS, 1LO' Cr&S FOR P /LSE/EEALASS ANGLES GS-! GRATING 11 GRATING -I T "I C4:NE 55 12 • 1Y2 • •4, ALL/M /NUM OR STEEL; 14.4. AG, F/PERGLA_ S GS -3 GRATING SUPPORT NTS GRATING NOTES N. ORATING SPAN 1.-• SEE PLAN S MOTH Of ORATING ELECTIONS SHALL NOT EXCEED 74 f SHOP DRAWINGS SNALI BE SUBMITTED TO THE ENGINEER OASES ON FIELD DIMENSIONS PRIOR TO FABRICATION 4. MATERIAL FOI1 BIIPPORTS OE STEEL AND ALUMINUM GATING TO Of SAME AS ORATING DICER, METAL SUPPOR Ts THAT ARE TO BE EMBEDDED IN CONCRETE SHALL OF TYPE 316 STAINLESS STEEL • STEEL GRATING AND SLRPOFIT TO SE GAL VANIZED UNLESS NOTED OTHERWISE ON PLAI6 S UNLESS NOTED OTHERWISE ON PLANS GRATING THICKNESS SHALL BE AS TABULATED IN "GRAI LNG THICKNESS T ABLE- TOR APPLICABLE 1640/■C E. BEARING SAO THICKNESS TOR GRATING TO Of VW MINIMUM • BAND ALL EDGES WITH LIE. DEPTH OF BEARING BAR PROVIDE MISCELLANEOUS ORATING FASTENERS AS REOUIREO NO TYPE Of MATERIAL USED SNAIL BE AS SHOWN ON PLANS OR Al, SPECIFIED THIS ST ANDARD DE I AIL INCLUDES 3 TYPES ALTHOUGH ALL 2 MAY NOT BE INCLUDED IN PROJECT FOOT TRAFFIC GRATING 1104311406 MI TABLE MINI - VAN LLLNEWIY INI IMO ,0E•OLASS IINI 34- 1.Ur NORTH HILL. RESERVOIR AND PUMP STATION 1 -1? 6-0- 1.147 1.1/7' 44. 1.3/4- MLA/MI/.• SEE 1.314• I.4 ALLOWABLE r 14 SPAN IS 4.0. (Er 2.114• 1.1.T LIMIT 6 --4 2.1/4• I•14. GET' CnoN TO 1444 Ter 21/7' 1 AiIgiLTC �AWeIM FMS -.N01N<.RINO WATlN -&WNW% Cm PROJECT PIN 84 -WT17 -MM.. ••UIL01M0- -- � 1 _ -'�L L/� - �T-=. .� .l l_ NORTH HILL. RESERVOIR AND PUMP STATION �J J J o_d ma°L NW t�•f A� / '° :hjNI •nN r4/ P' el• ■' STRUCTURAL ruuoELRD oEV as • BI4 OWHIT! nAr1 /YY STEf5 AA/0 LAMDARG AG /•67 P/RM AILYSTURPEO M,ATEACNL Of APPRO✓EO FILL STEPS AND /A•ONG GAP., BE 3'-4: w /TM A CAO55 SLOPE Air /ER AIVOT, LNLES340750. !. SUPP.0f7 ALL AS4IlRED ALL A•fOLA'VO LANCTAG Of STEPS. EKCEPT AT L.OSX TART ABUT A LTRLA:TURE. SEE�� STEPS TO LAND /AC h • 1 NTS 15.1 LAND/AG Of STEPS -.` - 1•AA[xQ, TTT D. li no-re -PC V2nL4T]E' ��• M //NTH I' JJSUPPORT WALL NTS 12/V • 2 • 34 -7 -‘\ o5 E PL - rii'MST %A' 571I0LG55 l /1, 5755.1 71X7 MEAD .52-11.2 w5 6.01/1 2 50 MA/T5 Ifl' ••• _.I -H.. ' -IPA• - M'GLD TO L ONE �./ AT G GO'VVG5 - �L'o' • 9•• Tar..'1555 DTEEC FLAT 4' IDAK ,r /1055 5755, L-2 • 2 • H • L' 5147.1555 1.1 A.r.C••C/S5 A7 l5' TDL5 GOON 2..45 G 455d/2' n FLOOR HATCH . /AUILWMI HAND/AA/L A5 1W1L 21A -GP/GO 2 111,0A iW)P n• • L !, ;�� 3: 721:2 CP ,__RI '11100+2(2.2 Y'f ^ • lP.liAT _S'•.IC[ 5 zJ -n'o /E. Id •-FtHt .'D,'r. G - o r Y M.� ^� /CS , Au7D.M T/0 GAT[, PLAN C1TCA • • ,P05, a,G•d. GAP. ElAa- J LI , `J 5f P. Of TAIL I .41 SI V '00 7O4AO 527 PLAN - 113' AM T YPG a ANCHOKA&G ELEVAT /ON 4••2 M/N PLAN e'Lf VAT Any GATE HINGE , T YP /C/iL t/AND/Vi/L Ae f T I NON- PE wOvABL POST, SEE PLANS $OR MATED •AL 114 O'4• LONG ',SEP • 00 OF POST / -rILL 1[) WiT•M NCws•OHNK 600 S SPGC•r■[O 143TA• A_A' Ci/T AS RG010 IO ss weer, //2'- e15LOW TO- Of cur CbvFCICTNG N0D/IZONU/ PerA/r L 5 AND 5•4•.5 N i.rIPA OE/nor Ii Art `.474,,,7',^u' RL/C UAA� .74,, OlSS/AE ncore C r/LAV PAf 1043 /M /LAR TATS I OIRIGRE re PGA S./GC 3 HANDRAIL POST ANCHORAGE N 7$ PPG RNL . COAINECTASVS . s S t'G /PCD WC/. ecv,AL/s AS 2I-- TC PRO, IACN TO RALL •- .I RECONMENOEO Or •7 51544 -7 SerU, TD �.'PKRFrE R tilr f{J 5•HCV PN/ ✓1746+ LET /.. M /M A. T.f'WL [A:[ N I OS•✓1 R[pAREMENIS ,TIT ANCHOR TO CA W t.. f c wIA`� N s OP • /B'6O r INRU NALL WiTN I COMAT/e.E IV/TN HwYERL. 4.50 A [R Cw En -05 /,E AErA: YIX -Ad010 SI,D WAIL �� -MfIAN KCO .CPR WITH �O' • !NAG A EW S'/NLIM , St PUN: /N/D SCUD e(IXKNG WALL HANDRA/L reo- NT•i lT. A'.wN -- 1,004577-I 2-fl5% A:. T M/li _'• ID AET.M• NITS ANCISOR 6OI �C"� /r1 , / /IAMEN Gott !JOISS EI MwtiE. T`1 l/ N SSQ/NA - I IIIT'CL • I / i . - TOOLED L{Y* (SeO CH.W1R, T✓P / A.IZ • c N J PER ^j� ARSE 305PEN0[0 SLAD ONLY. SIT PLANS FOR CKNt SS NOT SEE Eo•APR• r Luise 5 NYUR -/1 B ELGYIE , TYP �CONSERUCTION .LPNT. CEASE ROUGH / teAN TQUIPMENT PAD i71 NT 5 PAD Y CIA /�EGUIPMEE BASE PAD HE ecru AS / / 700LED EDGE RECD, S' MAA RAIi2' NL AROUND PAD C'CNSTRLCT IOV JOINT, 5`- SUSPENDED SLAB OR LEAVE ROUGH SLAB ON GRADE, FOP THICKNESS. SEE PLANS SEE EQUIPMENT BASE NOTES EQUIPMENT PAD NTS PRf4/ec TKN/ A0 5000 PE AJNOw7TLY•/ N0TE DBE Equ!PMEN7 5140 NOTE5. 0 S a Ddb C H'P ALTERNATE MACHINERY ANCHOR BOLT ACNVVe P•74 AT h. by CU77I.G AP/LA C••• b 407 AND PRlLRA TO GAOL/7/AO WILSON NY-NO* GOCT OLGGVG •• r(MAN/ L2RO5,7 AAENEW BOLT, SIZE AS SHOWN Of AS REDO Br KINK. N TS 15100/ LLA Il / /// _ CX['l dD 9ZL A051,50 AD TACK w5JJ ^' • J' Cr ,../Mrs APTLIc LEVr1JNG -- VIII.' -. r /.frt. MIN - I '____�_AAA -A t2,-Lust, Nut AS RLQP _._ 1 4 TOOLED WEE ' 0/CC PATE D1 11/ +f° —.5 @C• n S,.1_. TUucLW4.,- •r D+SE E91JIPMENT PAD to EQUIPMENT BASE NOTES 1. PAD SIZE SHALL BE MINIMUM INOICA TED OR AS SHOWN ON TIE PLANS OR AS INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER. 2. TIE SIZE. NUMBER. TYPE. LOCATION. AND THREAD PROJECTION OF THE ANCHOR BOLTS " A.. BE Of TERMINED BY THE EQUIPMENT MANUFACTURER. AA S,AL1. BE AS APPROVED BY THE ENGINEER. ANCHOR 50: TS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE PAD IS BEING POURED. J. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE THE ANCHOR BOLT A MINIMUM MOVEME NI OF 5j" IN ALL DIRECTIONS. TIE MINIMIAA SLEEVE LENGTH SHALL BE 6. TIMES THE BOLT DIAMETER. SLEEVES SMALL BE FILLED WITH NON- SFHIPS GROUT. •. ANCHOR BOLT SLEEVES SHALL HAVE A MII,IMW INTERNAL DIAMETER r GREATER THAN BOLT DIAMEIIR AND A MAXIMUM INTERNAL DIAMETER S GREATER IRAN ANCHOR BOLT DIAMETER. SLEEVES SHAH BE FILLED W;(/I NON-SHARP. GROUT. 6. EQUIPMENT BASES SHALL BF INSTALLED LEVEL ,NESS • SPECIFIED OTHERWISE. I. WEDGES OR SHIMS SHALL BE USED TO SUPPORT TIE BASE WHILE TIE NON-SENIN. GROUT IS PLACED. TEMPORARY LEVELING NUTS CULL BE BACKED OFF. IF LEFT IN. THE WEDGES OR SHIMS SMALL NOT BE EXPOSED TO VIEW. PERTVDS CAIIDAAR SIYW MC74L y t6 7D PTr RISC 5S /500.7O711AN0 5rI.12JEG NWAM/L. MN O 7TKCE Ar MD!3ARM TD BE /NTW.P +/-215 TO 4 RKG AWL PROM IC D TD ARr, ODE) PIPE IID TO ALLOW D TO ALLOY N't SPACE Ma 11..00.r // 7I/0PfT PIPE WLON6 CEF/IG_ OJ PL LG PI/! SAME AS "-1ST COVER PLATE 1. AT OAR PAL✓A LSE SLeK fr fAR4GATACW/ E. P11014LY COMA 2 POP, LAcp HWU•OCAue SLLe•E HANDRAIL POST ANCHORAGE Al 'TS 11 ,'•IMNOIN■ is T � 4 ALaAL.Te w -MRS . RING -OT IM ■TO•wATI• PI •SG W ■R• CITY PROJECT PW 84 -WT17 eMhT. •OW LDINO -� Yb ,'*"'�— r E� , GI -; ; t La=' 1,1-1 If -Eti �. -, NORTH HILL RESERVOIR AND PUMP STATION or I{ �R � A -T r IOU S.' 1` 111 / Ig r s vGee ■ t • STRUCTURAL 6GIMM DETAILS (SEE �CIENHILI • WI tome. 41 � IIRL] - IA 0 '%y r,J G.r ;JALL 6r ROOF PLAN 012,7 Set CLe<rniG/4. • Sr •uGragaL OW69 f 4a7GN • Lug.t. 5Ce • �STR UC.TUML A PWV,iC 3n wnJ Den w/ ca.rrer.+ Sr/. /ra..1Wi L • r.UN M 1 JH �� OG M I• .C� TN 0IK141 o. or M ,. 0... /r' AS l SHOWN Get OW65. 5. INPV�iIU.�LNrron.-C T.. 00- G +rTw Ye! WALL HUNG CAG.- Q:Na N$(^L. 0.151 W/ WM1 r0. It4& .5 TrUclUML (iWS4 SURrKC See Oer( 21 \ FLOOR PLAN A611161tC weAMs BEAT. ••NOIN! •AINO• • WATSA•••W•A• •OUILDINO- CRY PROJECT PW 84 -WT17 = aims CWAHIU NORTH HILL RESERVOIR AND PUMP STATION PUMP SWOON ARGPOECTURAL PLAN APO OEOULS I 0I IS.s ssasa� 65 mu. Ws DIG 145 , t-- h SOUTH ELEVATION L_ L _ _ _ 1 1 1 L_ L .7 I I I I Th T-1 NORTH ELEVATION /.- WEST ELEVATION EAST ELEVATION It 3 F IL IJ F ii •% 1 1 4 k. :7610V WEIMMS - "•SPICIIIMIMPINit • ST NZ • TIII• WATS al • UV/SW CITY PROJECT PW 84-WT17 MR.. • 1111.111.01•40 • i., .,. (-61-6.n.71LEPCq6.IF:ifif.:;:5 NORTH HILL. RESERVOIR AND PUMP STATION HHINd -- , r . ) in. *del ARCHITECTURAL B.EVATIONS I 11 a s woes, ; Zi irir • , t-_,.=,i milt (FE E MCP.,E I 001Hiu S 4;:l mums III. Etc VII; Ili U 9 elnl FL- CI- 1,2 .75 el,+ &CAM eL 7,1.00^ WALL SECTION C C4 P.A.r....eer leoefoNL7 PARAPET DETAIL (-2-" • TYPIC.AL LINE or KZ TA t• cf 0, • 10 • CORNER DETAIL 7-3-..) •IlNOIN•11DINO. ST T S• BIATIER•SKINER• BUILDING. CITY PROJECT PW 84-WT17 1.-6,••• SILL DOOR DETAILS HEAD JAMB SILL. ,1/2.-,•-0 ,LOLIVER DETAILS ii If IL Ms C0 63 -,---___T' isnijo NORTH HILL RESERVOIR AND PUMP STATION C TO 1 api !II In. Onkel PA AJDOETECTLIRAL DETAILS A OA & NOW Nil 111 • . or moos II OFC MG di Fe' — CONTINUOUS NINOE --PLASTIC LAMINATE Tor 6 000E6 SIP .-Ii4 • SECURE TO WALL WV 4-./8 TOGGLE EOLTS\ -- EDGE BAND ALL EXPOSED EDGES PLYACOO EACR T'PLYWD TD/ EDT TOM ONE PIECE ENDS, DOORS 4 ENALEES FLOOR LINE WALL CABINET SECTION 1$t ., o • IE 151.11216te weQms esAT. •lN01N��NINO •WAT•N•SUWUA• ••NILOINO• r•T`T van IFE'.'T PW B4 -WT17 _IMMO Mown °O/HU NORTH HILL RESERVOIR AND PUMP STATION &A MMO:U iAL OEWIS AN morn 1 SNITCH W 3 E 54 SHEET 6 FER / •NUATICW -GIN, CUP' AUTOMATIC TRANSFER JW/ rCN i - VARIADLE FREQUENCY SPEED ` / CON,'ROLLERS AND TRANSFORMERS 1 FOR NIGH ZONE PUMPS J) Y •5.4'WVE -� •OEAIN CI SEPARATION Z4 OP I C /D ENT D oRAAL9GE LOW ZONE ‘...4p.,„ I �� PUMP I `mil P-SIZ I �IP -SUS I f� 5' DRAIN, LISP b• R W' DIVER W/ LEVI 46• MOTOCIZEO DAMPER M0.5 BELOW AN0 NO' 445' •07DIENEQ O\NAFT.R MD-4 ADOVE. CC TAIL 3IM (SSWCFMEA MA,) PUMP STATION PLAN AuA•te weQ�s • •NWNIR \RING •ST WATER• MA 114•11•P CITY PROJECT PW 84-WT1 N CCEA,JOUT SEE DETAIL (/O X24 FIRE PUMP 1 F 400 I LECENO OS'CArE VALVE O2 M' LATE VALVE UIZ''s'DICONCENTRIC RECAICER O 8' CROSS v© I0' CHECK VALVE © /O' 6UTTERFLV VALVE b' CHECK VALVE O 6' OUTTER FL; VALVE ® /O'FLEA /6LE COUPLING /RUST E3 •SEE MITE 0 O' FLEA /ISLE COUPLING WITH:1ESrTTI,ES O IZ"FLEA /6LE COUPL/NO W /THRUST TEES SEE MATE O D' FLEA/6LE COUPLING W /rye NOT IES O /2' FL COUPLING ADAPTER W/THRUST TIES YE MATE IO It A10" D/ W✓E ® O'Y 6' O/ WYE 0 /2' RD' C', WVE © AO' Y C• DI WVE ® D' O/ 976EN0 PROPELLER METER NOTE SEE DETAIL IO PRESSURE TR•NSMTER AN0 SWITCH SEE DETAIL_ 774 SEEP RING, ME DETAIL [ / 1 // 6'RESTRAINEO JbNT DI SEE SHEET NO f FOR CONTINUATION t RESTRAINED JOINT OI SEE SHEET NO Z FOR CONTINUATION SEE DETAIL r5-'\- 54 PRESSURE TRANSMITTER AND .3W /TC3T SEE CCTAL 7 . .4 ULTRASOUND FLOWIVETZR � STRA /6NTEN /N4 VANES AOSRE VIA rION3: L /SP CAST /RCN so/L PPE OI DY.Cr /LE IRON AIO MOTOR OFE..'ATO" ®41. OI 43• 6E N0 ® 6' DI TEE @ E' VENT TO AbOF, C /3, C 0. PUMP CONTROL VALVE, ANGLE PATTERN f 1 711,3 WCT FLOOR SLEEVE DELOW, net CE TAIL STAVE N1ON MOUNTED NOSE RACK ME 'DETAIL 65--.\ ® HOSE 6/6 ® 5•CCM'OINATSON PT/op/CON TROL /PRESSURE RELIEF ,..,K, %ATTE PNTTlRN ®D' PRESSURE RELIEF VALVE, GL06f PATTCRu ® I.'P(ESSURE RELIEF VALVE, GLOMS PATTERN ® 6' Li1LL VALVE WITH AAOTOR OPERATOR ® B' AUTOMATIC ISOLATION VALVE ®6' OUTrERFL✓ VALVE ® 6' CNEC K VALVE D' 01 WYE ® 10. 01 45' 6EN0 ® V PATE VALVE 61 O/ 90.6ENO FOR TNRUAT TIE REOUIREMENTS SEEPAGE PING MDR SIZE 4 LO SEE ! MIN STANDIRO WEIGHTS t PTeIE SLEEIE, HOT OIP CAGY AFTER PAA•AGTxN 4• UNLESS OTNGR WISE SNOWY ON PLANS Mi4IN4 aM PIPI RLAN6S 004.rMN STEEL PIPE FILL IN/ TN RUDDER SEALANT AS REOD, JOINT SHALL SE WATERTIGHT LNLE35 OTHER- WISE SHOWN FLOOR SLEEVE n NTS lTEEL SEEP RING W' / N /MUN TNICIONEST SEAL- HELD ANN( /NO BOTH 9 /DIES SEEP RINCI (2-NN NT5 D. 2' TNRU /Z• 0.4' HE LARGER eEAT. AAKO. BUIL DINO. I A ! � MCC NORTH HILL RESERVOIR AND PUMP STATION J El `.." H,c✓,, TONE Arno IPZ // 1 rP2 /2 P. I P. 215 I� da6M CUSP // T- 5' S' -O' 5'-O' FLOOR DRAIN FO .L ROOF OPENING W /A0 1 RONDO T ye OF• , OP TO SEF-I (5500 .2'VENT ID (�- _____ / LISP i- \FO/ — • 11t 5 -O'' S' -b'WET WELL ACCESS HATCH %It �� O N.,e Sr • t• 6 O *7W -.,4 O WW1 V1 V 6 3 - I L /� ©NO DOE OF 6 WET Ell 6ELOW I /C'! SLUICE GATE r Or OP'RATOR `1, ,y CCU., mg sl�en= .. II C��,�ieal'� �.I elect su ��. _A © II� 1 J O 5. ail II'ei�1i�: 0 O b *-1 • 0 O. DI __ a � O Q . '© 'IV' DI 9 r�� 3 *_ Z I I 41 n- liMiigek I I 1I �Ilr2e1 lip — 1I!,0 ®OIi.i / II II II!. v, • n I a u, �_.._- O 410_ 0 C '\ I ®I It L : a Mil 11. '0 a FO-1 I l� 0 \ * " ♦ �1 , 'D „ • / � / I D ' �cerNL 0 NI RO' KOPENQ NW /M O • Z \- I \ O . \I ( gi T% \ L y EDC E OF WET WELL 6ElLW� I O — _ _ —� ' V- — — V OOP's / . I �� Y •5.4'WVE -� •OEAIN CI SEPARATION Z4 OP I C /D ENT D oRAAL9GE LOW ZONE ‘...4p.,„ I �� PUMP I `mil P-SIZ I �IP -SUS I f� 5' DRAIN, LISP b• R W' DIVER W/ LEVI 46• MOTOCIZEO DAMPER M0.5 BELOW AN0 NO' 445' •07DIENEQ O\NAFT.R MD-4 ADOVE. CC TAIL 3IM (SSWCFMEA MA,) PUMP STATION PLAN AuA•te weQ�s • •NWNIR \RING •ST WATER• MA 114•11•P CITY PROJECT PW 84-WT1 N CCEA,JOUT SEE DETAIL (/O X24 FIRE PUMP 1 F 400 I LECENO OS'CArE VALVE O2 M' LATE VALVE UIZ''s'DICONCENTRIC RECAICER O 8' CROSS v© I0' CHECK VALVE © /O' 6UTTERFLV VALVE b' CHECK VALVE O 6' OUTTER FL; VALVE ® /O'FLEA /6LE COUPLING /RUST E3 •SEE MITE 0 O' FLEA /ISLE COUPLING WITH:1ESrTTI,ES O IZ"FLEA /6LE COUPL/NO W /THRUST TEES SEE MATE O D' FLEA/6LE COUPLING W /rye NOT IES O /2' FL COUPLING ADAPTER W/THRUST TIES YE MATE IO It A10" D/ W✓E ® O'Y 6' O/ WYE 0 /2' RD' C', WVE © AO' Y C• DI WVE ® D' O/ 976EN0 PROPELLER METER NOTE SEE DETAIL IO PRESSURE TR•NSMTER AN0 SWITCH SEE DETAIL_ 774 SEEP RING, ME DETAIL [ / 1 // 6'RESTRAINEO JbNT DI SEE SHEET NO f FOR CONTINUATION t RESTRAINED JOINT OI SEE SHEET NO Z FOR CONTINUATION SEE DETAIL r5-'\- 54 PRESSURE TRANSMITTER AND .3W /TC3T SEE CCTAL 7 . .4 ULTRASOUND FLOWIVETZR � STRA /6NTEN /N4 VANES AOSRE VIA rION3: L /SP CAST /RCN so/L PPE OI DY.Cr /LE IRON AIO MOTOR OFE..'ATO" ®41. OI 43• 6E N0 ® 6' DI TEE @ E' VENT TO AbOF, C /3, C 0. PUMP CONTROL VALVE, ANGLE PATTERN f 1 711,3 WCT FLOOR SLEEVE DELOW, net CE TAIL STAVE N1ON MOUNTED NOSE RACK ME 'DETAIL 65--.\ ® HOSE 6/6 ® 5•CCM'OINATSON PT/op/CON TROL /PRESSURE RELIEF ,..,K, %ATTE PNTTlRN ®D' PRESSURE RELIEF VALVE, GL06f PATTCRu ® I.'P(ESSURE RELIEF VALVE, GLOMS PATTERN ® 6' Li1LL VALVE WITH AAOTOR OPERATOR ® B' AUTOMATIC ISOLATION VALVE ®6' OUTrERFL✓ VALVE ® 6' CNEC K VALVE D' 01 WYE ® 10. 01 45' 6EN0 ® V PATE VALVE 61 O/ 90.6ENO FOR TNRUAT TIE REOUIREMENTS SEEPAGE PING MDR SIZE 4 LO SEE ! MIN STANDIRO WEIGHTS t PTeIE SLEEIE, HOT OIP CAGY AFTER PAA•AGTxN 4• UNLESS OTNGR WISE SNOWY ON PLANS Mi4IN4 aM PIPI RLAN6S 004.rMN STEEL PIPE FILL IN/ TN RUDDER SEALANT AS REOD, JOINT SHALL SE WATERTIGHT LNLE35 OTHER- WISE SHOWN FLOOR SLEEVE n NTS lTEEL SEEP RING W' / N /MUN TNICIONEST SEAL- HELD ANN( /NO BOTH 9 /DIES SEEP RINCI (2-NN NT5 D. 2' TNRU /Z• 0.4' HE LARGER eEAT. AAKO. BUIL DINO. I A tea oG- L _ NORTH HILL RESERVOIR AND PUMP STATION El `.." da6M PUMP SOR10N YECMAWGL PLAN. tECf►O AND OEUILS ^ a swim �E Aew'N MUr. _ . C1W HIl1 - r.lu-1 411 OEL #/ E' ESA 25. SEE - Owl /N✓ATIOA/ G' T PUTS) DI PIPE W/STO coct.1R INSERT J 10' ELO-- C /AAJ 90' EtD -- '7 a /e'. E W ALL 5 /Des, DOTTOM. SLLIC E GATE O PE RATOR . O3J.0 0 TAM ;�e�(11 I4ly�) Z• -STEM GUIDE— RIPE 5l/PFo SEE OE 50'd/>LET / /Pe, Pe K FLAACEO ECCENTRIC A OIEES pRGSTR AINGp ✓T a/l MIN P /PE LNCAGGAAETT -10� tr. (Do f9 SO FOR E'1 SMALLER P1 0; 4R'A D 50'FOR /O'C LARGER PIPE ATTACH TO MALL Wit - 92' Ab' SST ANCHOR DOLTS 74'OUT ET PIPE RESTRA NEO .1T Of 6eEP R AG, Gee OCTA /L/ /I SECT /ON PLAN 109 ZONE PNMP c 12• Ol 254 25_` /0'0/ 90• 645E ;_4 6E010 6LLLVG 5ee OLTAII r•. 22 —6- Ca STOIACE TANK O✓PA55 5Z901.4 SLUICE 4ATE AS RECOMMENOEO 60 PUMP MFR GROUT FILL \\OR /LL ANIS TAP . IPe F4AGE FOA OLU/CE GTE GR,NNELL FIG E /2. FEE 4 MASON FIS294, OP EOL/AL PIPE CLAMP – 5ra MFR COATING FOR USE IN POTA°LE WATER PAINT UNCOATED SURFACE WITH f FARR /CA CASTEM A/O. I AFTER FAO4 TION. P //'E SWAY ,BRACE CONCRETE 5✓PPORT OASE SEE (DETAIL Th /7 90' DA5E LEND, PROVIDE GOUT 645E TD PUT PIPE AT 0009 SHOWN I TYP OF 2 _ ' —± PUMP COLUMN PJ WET WELL OE✓ONO__�– Imo! I Q PUMPS W 1 FLOWMETL5 ri�1 _ 1 /O Ol GLYOtiO I T 0 r0,-0 1/ 1j0) 911i r .11:441 /*�O��i�iit mriiiinem n, �-- WET WELL NOT L. 606 LLGCNO G/ 5A/LET AJO et fat PITTING /0417 /F/CAT /LW PIPE SuPnnRT j . C7 E0 ETA/Lr# "\• E4 SECT /ON n /2' RESTRAINED .,O/NT 01 SEE SHEET NO 2 FOR CONITNUAT7ON _IJJI SLE OE)AIL // ' FED CPLG ADAPTER W/ O' FLEX.7O9PLIN4 W/ THRUST 7753 SEE CJE7A /L �� THRUST TIE$. SEE 77ETA /L P.4001 7.0/ • /Z'e/O' O/ TEE O/ TEE X °' ECC REDUCER !t 25401. 1 !iI h. _ I I ilI 4 � arDl �♦' � Ti INSIDE FACE CIT WET WELL WaLL- PE PEI 3UR �\ 1 SE L.E711 /L I i (TYPICAL) to -WET WELL OE✓ONO !'Q 754 25 D/ -0 9' NILH LONE PUNt° COLUMN N WE- WELL OEILWO SECT /ON /NIGH ZONE 0UMP P -2/5 6E✓�D ".FLOOR SLEEVE, SEE OETAI0 / LL ALIQLTC weQMS e015T. •■NOIN.■RIN° •WAT.N•..W.A !BUILDING .TTV non Mr"' PW R4 -WT17 o NORTH HILL RESERVOIR AND PUMP STATION t)• PUMP STMION VEOIMOGI SECTION AND DEWIS MI 1 'i ■ 5 .l14E, 11•1I (SEE A4.Iq his 1IC We, G< /NNGLL P,4 G41 DC cee I MASON Et. rs/ AO/✓t7 acs Cr /G SAPOLG 5✓ //IJSr - O N QU C CZAD J t/uL ! TRR✓ -SR '/ Ft � R.0 RLASN/ 16 -MMNT SAME n5 //PINY Sr0 'APE 4( 4NG< ATTACN T CONC / NRSO7J NSY W/ • / SST STUD T-s-/e WG06e ANCNOSL - %2•G.Oa/r NOTG v/pG NAL1 40t1NO SIG/O 5 AT/ON 4 / ✓LTMON I,GLTO SMNLAS O GtMN JELL aS ELCGN L P/ C/9 ERE/ P/I/NG IS ATGO NGO /SGNG evA/ /LE 4.4500 O f-s TYPE W'O< COLA-LINO <O<PAO b•UNDER 5✓ 1Mfr /00T WARN P///NG /S TED OR S ✓/MtT IS ADJACENT TO NECNANCAL GO✓/IME•T. • /Ot 69SE, NGMGNT 4 PLANG. CNS/ONS, SEE /A.R. P /PE SUPPORT ir?...\ NT,S DIMENSION TABLE •IE• ti III @o " G _; -�� NORTH HILL RESERVOIR AND PUMP STATION • NE• • • C O MN •• 01T !IT LIT r 1 -IT r it r !IT !-YC r 1 -IT *AK Ill /r 3-1/7- r }I/r r r !Vr r r 1 -17- !IT •10, ►✓r 1117 sr V r 4-T4- r ►IT IV wive r r ►IT r !IT IylT 1►1Ir r r ►TT • ►IT 114/r KIT it r ►IT r !IT wkr sue IT r ►IVIr • !IT Is' O.Lc CLEAAJOUT DETAIL to NTS / E iNA✓S 5 /CE AS 5, may, ON ORRIA 0105 RE45 OD MOTOL2co"1,4I�•O0 L/St /' SIZE A5 Os/L --- REGO --CC GA • CAL TR /M ROOF EXHAUST/INTAKE •5 D AVI -LfC weQMs e0AT. ••NOINC.RINO• - WAYCR•S•W ■R• • OUILOINO• CITY PROJECT PW U-WilT ti III @o " G _; -�� NORTH HILL RESERVOIR AND PUMP STATION =' NLyA •.•• ,07_0JSEE .n rt 11 WYV SUTN MECHANICAL SUNDMD DETUlS IAe1N A A - Nor. aawHIu • MI 011411, -4b DEC vets I E L E C T B I C A L L■ O■ N O ABBREVIATIONS OR LETTER SYMBOLS •••0. 0••c•I•10. ••••0• ,.S V1pN.• 00•c10.7.0• .L11w•LORTIOR M•cv1o. 0 NY•iO•• SLAAN 1.05.1 NL-C.• tFltl 110.K• 0110(11 O•NL O 111001 1100. 01111 N 11• .. 00 1 unpin 1,10.116 Na 01 ....me .10000 nLI0001 Yu. tIC1K4 C0100.1w1 CR DVKt • NAM 00 001.0•1 151000 AS WO... lr Ml . U • M 1010 I ir.. 1010.11 161 I...01I•t p••. ..I.. I.10.I00 Dap..1.. .1 - 111 0100. C" 0.1•.161 1.. 1111 • 011 Iti1.i1 '©1 •611 ..111. It ,..l.l • Ill 1i11•.LI .9: -- 010000.71 • PO O ; 0111 N 014011011 .0.1.1• NI CO•YE 1® 1111 060 111 11.1.111 • RA. mEgP M 1111 1• 10 601 LAI H. N 4'c, M•i. L•.ovj • -T 1011. 000.1 w 1 t,it,i It•• 0.. .• 10•N01Mt' B!1 I.. M 011 1011 MI 111 M A 0 1 5. 11.1 0010 NO 1 n.ta0.0 omsST• w GO.o.0, h I AND wits 000.1ON0 SOC•Te �01.11 t IN t I• 1001. IAWNYTOI NrrN spell Nrt T •0..11 Mao t•a16 .4. • 111..11 ... 10111. 11014 1111 IYI 111 .. ..0141111. 111 111 • .11 •111.1•101 1.11... 11 11111 00.0 111111 MO 100111 00004 11 00001 00 01 111001 0.11 1.111 1 nth Ill 1101 Al ..... l 1010 .111111 11.11•. 11111100 10111.1 .11611 •• 11 1111110 ••111111 It 1.11. 00 • • .111111.010 ▪ 00 111111 11011 1111 .............. N•le 11[111..111. Y ® •11111 .....11 .1 1011.10 • 0..1411.011 ilitll1.1 - 100 It 10. e 0 _ Mlll ei till .f1 NM ........... cu1111•,. 11[1..1 11 ▪ 11110141 111101111 1•1111 .II NO 1 100. I• IINI • Ill104101 101 .111111 1 ..111 115 001100 II .Ill • •10 .114 111111 B 1111 .u•• stint11115111, ail .1110114 OD Iln at. ant Del 11 n .1140 e 111 inN 111 1t1.f .I111N ▪ ..I 111 IM 0 OJ ••lcts a 16M 10n011•1 I•N• • OC rim 01161001 HH ❑ ,n.oae • B Ramona Qtlaaa IOI. 143O01•111l AS POMP. b CONT1111MI 1410 POP P. •••1011 11110.0010 SO ORC• M.n10R 5. •OK110 ed 1 •IT,. M.IUN I .. nut.. 111 10.1111. I R.1 0411 ..1..111 •'.N•fl Ip11 mu.. MM. ill. 1•..111 it Y, M • pull 011. 1 • 11.11 01.0 1 lilt 141•1 011141111 .IMMIII •0 MIMM. 0001.. MN 1114 INIYII., the, till ••�� \ _0111 000001001 M••. l •..•M .IMNNa a COMM -.•• .00•111001M•1111•1 PIP Mfr •® ~MN IlllillaN N_i•00100 •.11.n WARM I W OM.. MI • 1110t11 101111 11..11. SW 1111 I01.010 OOGM10LGMOMI 111111.. • - MMI11r M1 silt till till 11411 • 111411 llltl tin YY 1111 1ni.11i ii IH01l00 N.NtAt 1110 Nlilt 11I111 1111111. 11,u 1111 1.11111. ;Iih.II N1WS, 101110 1111111, 001 sill i•.1. 1 till 0011 01..11 10 01 1 110111 t11W.- 1111111 001111 1111 MN 1 Ill. 1010 ,111111. 11111.• 0..1111. 0111111511.1 11101.1111111 tl . 1 1.1M I. 1...... 11 1010111 In1 I•Ilt• funs 01 1.11 1.1111 11.1 111010 11161 M 1s. •11. 0110. 1.11.1 1111 0111111 1 011 1.111 6110111 N11a.,L01 I1rt, 81111( nit 1111.. 60 1.0,. 1..11. 100 .It 111 0001 0..t 0110 •0114 11.61 00001 0000 2 O .... ..I1 Mlli. • 11.. 01601 1•• 0.1 11000 011•111 11110 1111 001.1 01..11.15.11 . 0.11 5.t 1110 11.1011. 61 1 -- -• 0 - 5.1.- Ma•I..I [11..11 0W1.1 NI• • 1.11•011114 0110. 010 . 1 1111100 5.0 NII14 01101. •..•1.101 cM..Ill .11. 011.0111 1004116 ON till, 111.1 [011[1 00..1111. 111.11 �0.101111 I , a uu1 11111 lain ••••1111 1111 lR 111 1111 LL Val 111. 11 1.116.10110 MOM N..,. sm.. NlC, 0001 • p' A. .1llt.. WIM • a111N1101N1 • fish 1411111 INl•1M 8 O 8 8 {tn.. 101001 • M. ON 60 101011YaNtlN1 M•N1111011. ..1411111111. Nf•11•110. 111111114111..001 11.111 1101. 114 MO 010 111•1 He • 1111. NW. Sloan O11000G0WC01101 •1.19 atr01 PAN 10100 10•/61 S•1. 1 POSIT N10 .ODIIIm 00.111.14140 •019 RAT. _iN a.m. MI.. 1101 Iln .N.. 1101. 11..1.1. It 111111. 101101.. n... 1Nn1 101••0 NIN•1!•. Ire..... tilt IINI, ..111.. •It1 WW1. 111. 1t• 1 114•• Nn_.i1 IM..e. 111 null 1,111..1 • Is ..601 1.14.. amp ngtlm 0E60 .1100 l.nteh GRADE R{ 141•1111 1(•16111 0110 .A0 tuiON•IK •LARK 00410 01011 0100 0110. 060 0100 COM10lli C.0 1 [111 m11C [Lim 1.1.01 , OCP INPASTER mom. INNICL • • 1111 nee 1.1... 10111111 L'•O 110• 0101010 00•114 010.1 11 I, 1000 DONS Nlll ..Lt 101161 .10.111.1 l.a Patl•l0 • •.M ,.lh 110 Itl NM0 In 1111 1100 10 .1001 •. 1 .I 111 0001 600001 Nn ••.1. ▪ •0•••11 nu 011• 1 ..1tiu11 tit M i t .,• oil rum 1140r1•11. 1 60.601. 1 111 11.00..01 61t 11000 111 01 •..YI 1110 010141101 ll 11111 tt• • 001 tom. .01 .0104 60 00010 .1 LI 610 0 mitt 611 O 11.0 . 0111010 160 e SIA000 H.11 Rt M•••0101 MI. 01101 100 1111/•01 • 60 •1111 ..101.010 SISiOL. LEGENDS. AND USE IOENiIFIL•[IONS WON:11 ARE SNOWN ON TNIS OMwING IRE FOLLOWED IOOI till NS INNEN EVERAPPLICASLI ABLE All .L 0111E VARIOUS CONS • OS. LEGENDS. AND 115E 1000 1114‘.• TONSct NOl NECESSARILY UTILIZED IN 111 P RO.EC, 'iIAVf C WeQMS E CRY PROJECT PW 84 -WT17 - MATM N� h M �o i� PUMP Ej_ ... - ., "soul ELECTRICAL LEGEND Milo �- rg�L N.laa neap CIEMHIIL . M, filet _MU "at la,1 • MAIN CI (ADITAANO AU TO•PTC TR,YVSFER Sw/TCa (A Ty 1200A LINE NORMAL PCP fi7NLIC JVK.f FAIL.—'I -� LINE IC.ROIUVD pus LiNOA r[17AF g UTILITY AR -72EVN AS REOU/A•E0 pY R*AiET AvoAIER 5 II I II I UTILITY SEC T /OIV-- -�'�L� AS RECROREO ET A/OE7 FOIAER 3-500 •CM /I !'GOO NCM N— IA • 1000 A LE TED T C1jI'1 PROVIDED AND Q INSTALLED Fn Sr t EU0E7 POWER. CONDUCTORS A D F 1■ RACEWAYS RO V9[D AND INSTALLED Dr CONTRACTOR i Do . ,LOO • S © (A� AWN p CA (bTANIC1pY) S-S0OA4CA4/01 P✓TURE 1000 NCM N SWITCH BOARD ELEVATION A611211.TE we ms armor. •sNOINea NINO• •WATU,I•SUWLR• •BUILDING. (-ITV PRn.IF(:T PW 84 -WT17 12D0.7, 3O CO°PER pars 22,000A /C •5OV AAOTOR CGVVT, OL CEN TER (A•CC) --- .500 A. ,5 - COFNIAC pas 24000 A/C NOTE / 43RWI,IAOV- Af0V, 50 160( /37-A0N IFHRS, PA'OVIOEO 5E' HFC NUNICF,L SLPPL IER • ij $♦ MCC ONE LINE O /AGRAM A roar/3W, RE 7E.6Ni AUTDApT /C TRANSFER eINITCN(ATb) CUSTCb.R r 71,.... ANN (NOVIAAL) MA /N (574,06r) FOR USE 1 / •AcCE Sr RANCE / PwL LA I R ET 2 C C SWITCH BOARD ELEVATION A611211.TE we ms armor. •sNOINea NINO• •WATU,I•SUWLR• •BUILDING. (-ITV PRn.IF(:T PW 84 -WT17 12D0.7, 3O CO°PER pars 22,000A /C •5OV AAOTOR CGVVT, OL CEN TER (A•CC) --- .500 A. ,5 - COFNIAC pas 24000 A/C NOTE / 43RWI,IAOV- Af0V, 50 160( /37-A0N IFHRS, PA'OVIOEO 5E' HFC NUNICF,L SLPPL IER • ij $♦ MCC ONE LINE O /AGRAM A a c O E F G 1 / •AcCE SPACE RANCE / PwL LA I C 2 C C 5A )p AA Sr •p • AFNR T./A C SA 56 3P A ( ...... ,.., MCC - ELEVATION SCSI/ /So IFMR 7 -2 SC 2/2 1 NO MR T- 3 3C - 213 VAR /ABLE FREQUENCY CONTROLLERS- EL EVAT/ON ll If 3 F ry mI oIn LE S- — NORTH HILL RESERVOIR AND PUMP STATION oe ; _ ,fill RNfg[ A10.c zr IARIII !'�_!�• -. MCC ONE LINE OIAG:UM AND ELEVATIONS ( ...... ,.., Mr P-C' ABOVE 000. MT T'' -0• AFF LI/I -/ (5 ATV) M T 5' G' AFFCT ITJ Acc UM -Z(5 Al.) LA -I PAL LA MI IN NO MCCf w LA -4 MO_ MO= MOAN MOM MOM U T LA-! •1110 LA -I MCC !� MOWN MT 9' -0•A1F (TIP) EF -/ E TOOF MCC MO_ MONO MOM EF- 2 t POOF _o_ MOM MCC _o_ =on ( PUMP STAT /ON - FACILITY POWER PLAN NOTE THE SPACE SNOW, /5 THE MM1/ L/M . 401L5545 ANC 7,5 LF50U7 SNOWN P5OV /OES FGX FL/TL/TE A00/7/0NS FOT EOU /PMENT CONF /C.LITA7-70N5 OTHET THAN THAT 5NOWN 51/9✓AT L A ✓OUT TO ENGINEER COT APP.TOV L FO! CONTINUATION 5E1 SITE FLAN 5. 2 1 �r'L. ,( 5-(3 S...C,.MspJMCM 11 Tc Le PF/O�EQ��l"G� �-� - - ` / I- [3-Ca •r'ct';] STUD our COI(LvPJ Nr4 o'1-T1 � 5 -0. C/PCt./ .510G &NALL PAO CAA. MfLE! BA5E A5 raw \1N )iY PVCCT PONLS `� .E I •C.0) PJV'C NJ -- —I M 7 • j/TIL1Tr CT COMPATTMENT.— MAIN CB (401M31)- L 3/4-C, AC TYPE l ) AUTOAAAT /C AL APM GAL ET (A.aOJ -_ 1-NTTUOER 51.4 SW/TCN MCC -2// ITS `MAIN CB (STANDS,) t pc, 30s, /T /OG]� ALA -T \ AAO �.-[w 4 /E/C TY C /] L �--„,..... MCC -AI LA -5 5C -2// C -L /2 5C -2/3 I r>• • - MCC ar--FCV -400 C FCP-m ?NL CA .cc - -J JL r(rJ ArP J Jeu"-J IN TTUOEP AIL ATM E off ROL STATION — C 3M •C, 3 TYPEZ TO LT -GO tr&-n VR` SEE 555 CPC. rSC TYPE / ) L.0.0 TJ5 - /(W /N TTUOET AL ATM CON !TIX 5/94 5 -213 t LSLL -/ o PCP -(I /f •C. 5A' TYPE / ) `(SACC. SK 07(1) 1CV -110 -4, P.- 2/1 P -2// CA -N MCCrY —(''C. SMM, for Ios CITY.4 rrPEfJ CAM L. TA TYPE/] MMP PCP PCP' �5-.7 SC TYPE /) MCC -EI MCC-02 MCC -CZ IlI III 41 / 1 PCP MCC -Al 1 tI -25 -All PCP -5— h R:P ti /.•- Li-- �Pr -Z3O PCP ..-//106, (('C, 95/C TYPE ) �(4lY. IlYPEE ) FT -CS PYP 1 — PYP LA-I0 PCP -i — PUMP STATION - PROCE5S POWER PLAN PSLL -230 PT -330 SEC CAS SN ' 05LE / I (C CASs /E R] PSLC- 330 •�� ANALTC W -DIMS •ONOINOORINO- •W/�TOR•O ■W•R• CITY PROJECT Pw 84 -Wi77 eCATw •OUILOINO- ble c o ��`�`'' "`--"---� NORTH HILL RESERVOIR AND PUMP STATION C= r M S. „I,I �s EMI . 'M "--'•-`- PUMP SIMON FACAI Y Alp PNOCESS PMMEA PLANS 1!L w s Imam • �� "II "� ""O0E I.IIY• , _� CIAIHIIL mono 4b DEC On/ U x iF^ TORi "`1 SW/TG/ x.--11 MCooN� �4 O ✓ OFf off. �ro cuR+rLAnicAi TRAMS- TLMP F0RA >E,Z1 • 1 jr -• -_J OPEN O/v Gfr0JA/O _ FAULT--'= GFR LATCH /,G RE4.1✓ L--LI J C J 70 0W2 ZO. T,p /NTEGTAL MANUAL RESET FA /L TT}P2 CKL VALVE - • w RC TC ♦r FC w CAvr vA vE (FCV) F/RE PUMP (P -4OQ) L /M /TSWf r /TC// -; 1.7 R � H / O® FF -0eLAD Y 7v2 w/v a'P I I U< I I LCS.O$ . i I 1 LATCN/NG . A RE�4✓ GC/ r - L -J C . NG TEMPS L —__J C j RESET CRS TOR/ rOR2 ro. TO. CP4 n107-01' r0IR2 T.C. 2 VALVE FA /L - • OOMEST /C PUMPS (P -311, P3 /Z 4' 1=3-313 MCC =F/ F2 14o,v.3 t'2 MMP AuMILOE weQMs eCAT. ••NOININ• RIND :ST NOS T a•WATU a• SEWU. •awLO1N0- CITY PROJECT PW WIMP �,,,' �I �C; o(T1 Ji lnJ �r L NORTH HILL RESERVOIR AND PUMP STATION YMII Le I ) h, 5 rase, r [ dtilHl!! ELECTRICAL ELEMENTARY DIAGRAMS Ii?, EC vcl ell Ye mnrl :Ss ac flea' PANEL VOLTANF ■OW1110 LA MO /2A? MCC LOCATSN PL/MP .STAT /ON (MCC) PEASE 3 PILE — OWN* TB 142E 50A C211124,147 12121C111/21001 BREAKER 044111►O1.E C112 MO. C11 NO. SNEAKER 10421F0l2 20/I 20 / MOAT OF$CMRgN PUMP _STATION LTG 20 /1 1 2 PUA4'S1AT,ON LTA F1/MP.57ATON RCPT MMP -7(WS.0 . 20/1 2 • - 20 /I I e 20/I PARE 20/I 7 F 20/1 ,W IE R ALARM Q]VnL PAIL ,T7707S4.YfMIAAL7SL•D.174 ' f 7 EMERGENCY le 12 7200/✓I VIVI P7-'J10 YARP 170 NOLOPHANE M-/S. ALLM /NUM NODS /.VG FULLY AUTOMAT /C, SOUO -STATE CNA RG /NG 0EALE EECNATGC46LE B47TEIF/Es. TESTSW,TC/! 12 11 400 1: 3m SPACE WALL CHFOMOL.AX IS 1/ ,F F 10 20 21 22 a 11 700ECIL /.V GCASSEO ATEAS ELECTRICAL �;- H11TN /NG TAFE -1OI 4,1 - SELECTED M4TE,C/AL ,TEE or STONES ____ - _ //2•` Cif L4RGER a1j.— _._0- i . -541/0 C1R /°E4 • �1— G.fA VEL TYPICAL TRENC/ -/ /NG FOR IJ/VOERGROUNIO CONDUITS 044' /NG /N .4 EC, 4KEA ..74 LVCL'T L— I' .. `0 -MIN EQUIPMENT SCHEDULE SYMEDL TYPE VOLTAGE LAMPS MOUNT /NG /I-IA-VG/PAC TUTET MODEL OESC C /PT /ON FLULICe_sceNT /20 ✓ 2-OOW.CS PENDANT 6E/•/ ✓AM /N ' CITE -LINE SET /ES 4' /NG2J5TT /AL ELLAOCESCEN7, 20 GAUGE 37-CEL CHANNEL ANC, TEFLEG TO.e, WH /TE ENAMEL F/N/SH /OX UPG /b' ?, HPF EL4LL AST `O' ^, e" NPS /20 V 70W HPS WALL HOLOPNANE W4LL PACKETT SGT E.S LVEATG'ETF7POOF DE-CAST ALUM /NUM NOUS /NG, MOL OEO T/SMATIC SHOCK - ,PES /ST4NT GLASS KEFCAC TOE V EMERGENCY IS V DC (120 VOLT fl °L✓� 2-5-5W !P VOC SEALED WALL NOLOPHANE M-/S. ALLM /NUM NODS /.VG FULLY AUTOMAT /C, SOUO -STATE CNA RG /NG 0EALE EECNATGC46LE B47TEIF/Es. TESTSW,TC/! OYrN HOT/LOA/2-AL UN /T HEATET 400 1: 3m WALL CHFOMOL.AX LOW VOLTAGE CONTROL TTA/.LSFOTMEIE ANO LOA/TAC70R phJ I •1 •/NOIINt14pON0• W T '{• 'W S 'MI.ATUR •..WOp. CITY PROJECT PW 86 -V✓T17 e�'AT. •14UOLOINO• lh (uu u � �fi NORTH HILL RESERVOIR AND PUMP STATION ;;*i1 i anti E'w rj_n' sNe 11 e. e+ OWHILL ELECiRNJLL SCHEDULES AI Ot5 N in /mai . OYrN 414 DEC 412 ' PUMP CONTROL PANEL (PCP) ELEVAT /ON PANEL SCHEDULE 0 /O 0 0,090 — 3O g 0 000 000 ‘e)'" -- —, o1 So c 15 00 000 ]I 13 0O r Oe 0 '00 00 • Z/ LI -100 RESERVOIR / LEVEL 3 F1 -220 HIGH ZONE / FLOW 1 -6 P1 -230 HIGH ZONE / PRESSURE S FI -320 LOW ZONE / FLOW 6 P1 -330 LOW ZONE / PRESSURE V A 3N0 6 PUMP CONTROL PANEL (PCP) ELEVAT /ON PANEL SCHEDULE 11E11 NO. TAG NO. NAMEPLATE INSCRIPTION FIRST UNE / SECOND UNE / THIRD UNE • 1 PCP PUMP CONTROL 1 PANEL 2 LI -100 RESERVOIR / LEVEL 3 F1 -220 HIGH ZONE / FLOW 1 -6 P1 -230 HIGH ZONE / PRESSURE S FI -320 LOW ZONE / FLOW 6 P1 -330 LOW ZONE / PRESSURE 7 UHK -110 M5 -110 (AM] LOW ZONE / MULTI FUNCTION / VALVE 6 OL -211 [00] 145 -211 [HOW] HIGH ZONE / PUMP NO.1 . 0 PHI( -211 145 -211 [AM] HIGH ZONE / PUMP NO.1 / SPEED 10 OL -212 [00] H5 -212 [HOW] HIGH ZONE / PUMP NO.2 I1 PHK -212 H5 -212 (AM) HIGH ZONE / PUMP NO.2 / SPEED 12 01-213 00) HS -213 [HOW) HIGH ZONE / PUMP NO.3 13 PHK -213 HS -213 (AM) HIGH ZONE / PUMP NO.3 / SPEED 14 HS -210 [123] HIGH ZONE / LEAD PUMP / SELECT 15 01.- 311 00] HS -311 HOW] LOW ZONE / PUMP NO.1 16 01-312 00] HS -312 (HOW) LOW ZONE / PUMP NO.2 17 OL -313 00) HS -313 (HOW) LOW ZONE / PUMP 90.3 18 H5 -310 [123] LOW ZONE / LEAD PUMP / SELECT 19 01 -400 (00] FIRE PUMP 20 ZL-411 LOC] HS -411 (OCA] HIGH ZONE/ FIRE PUMP / INLET VALVE 21 ZL-412 OC)• HS -412 OCA) LOW ZONE / FIRE PUMP / INLET VALVE -' 22 (74 POINT ANNUNCIATOR UGHT CABINET) 23 H5 -500 PACK) 24 H5 -500 [TEST] 25 HS -500 [RESET 26 (LOOP ACCESS MODULE] ANNUNCIATOR SCHEDULE WINDOW ROW -COL WINDOW INSCRIPTION FIRST LINE / SECOND LINE / THIRD LINE 1 -1 RESERVOIR / HIGH -HIGH LEVEL 1 -2 CLEARWELL / LOW -LOW LEVEL 1 -3 STORAGE TANK / LEVEL SIGNAL / OUT OE RANGE 1 -4 HIGH ZONE / ROW SIGNAL / OUT O RANGE 1 -5 LOW ZONE / FLOW SIGNAL / OUT OF RANGE 1 -6 (BLANK) 2 -1 HIGH ZONE / PUMP N0.1 / FAILURE 2 -2 LOW ZONE / PUMP NO.1 / FAILURE 2 -3 LOW ZONE / PUMP CONTROL / VALVE 90.1 FAIL 2 -4 HIGH ZONE) PRESSURE SIGNAL / OUT OF RANGE 2 -5 LOW ZONE / PRESSURE SIGNAL / OUT IF RANGE 2 -6 (BLANK) 3-1 HIGH ZONE / PUMP 90.2 / FAILURE 3-2 LOW ZONE / PUMP NO.2 / FAILURE 3-3 LOW ZONE / PUMP CONTROL / VALVE 90.2 FAIL 3-4 FIRE PUMP / FAILURE 3-S FIRE PUMP / CONTROL VALVE / FAILURE 3-6 (BLANK) HI HIGH ZONE / PUMP N031 FAILURE 4-2 LOW ZONE / PUMP N0.3 / FAILURE 4 -3 LOW ZONE / PUMP CONTROL / VALVE 90.3 FAIL 4-4 HIGH ZONE _/ FIRE PUMP NUT / VALVE FAILURE 4-5 LOW ZONE / FIRE PUMP INLET / VALVE FAILURE 4-6 (BLANK) • • V AJ REDO ♦'M /N A,12-A•4/ 4, // A/OAE ARE TO. •EOO E✓GA/LY SMCE +/ I '''''-'--EOU / /MENT PAO PLAN I' TV._IANE, NOTE /AO✓/CIE GI°EN /o*' /N /AA/EL OOTTLSW /CAL EN T..r Of GLGCTR /CAL CO q✓ /T A.vO /0! /n1E4.w TIC LAVO N,1 REOU/AEO, OM AS SHowN. SECURE PANEL TO /AO P//-P. LO'Xd-3' POUR' ANC/.O.FS, . N - 0 ER- .c . MANE, TOP ALL A(O44VO ,SECT /ON STANDARD PANEL MGY/NT //V6 NTJ Au1367E weQMs BEM.. •eNOiN..RINO• • WATIER•111.WER•PARK••111LJILOINO• cm PROJECT PW 84 -WT17 =u N� CIOIHIII NORTH HILL RESERVOIR AND PUMP STATION RIC CONTROL N1NEL ELEVATION • ON I moms l NAL __. It0 AC LSLL -120 I L 31 D,sCRCTC ONT MOON Les I 1 _i foo, ' L — _ _ H5. 210 .~—( 2'!011 M 21I (Lilt) c^/ 5H PROM H5-2 IC •— Iw1M SEC 5Yi •, 210 M ti4 NNTD) 51! s•/ -5G�1I rM 4 ❑ 1 11 I • o rM ❑ I' I I I Div , L -1-t -J ❑i� °- L pL -z/z 5C -t15 - r-` .-U—r.-fl 4; o,7 I I I , A� I IMI 1rlo. t OL 215 P5� 5FM.Ce 0 S 7 10 rr ( 2 D13Cr,Te OIYTG e MvNT NOOULeS MODULES INS I Tc (010.1 , I �_ rot•) L- --' Na -510 •-j n[VM M -51, /A,729 see LIE ry (AUTDI XL 5'I nNM HS -3/5 •--i (Au TO 4 r IM 1 I (11,5 NM. 315 ❑ I 11 1 ❑ *1 125 ALVE /Alt ) 114 It- I I I 1 I II a-- I I OL-311 r_1 MCI ❑ r `� -- -I M 1 , 2- I� OT 1 J Q l l 1 0L-3 It r I , I M I Ire J 1-1b OL'S r M •❑ Its , oN 1 0•+ IP' GPP L_}t_J • O _ L J 1 QL-405 I /IPE Puny /MIL CT) Gel CRI !!ff • 70 NOSH ZLIVL COMTT..LeT Zf003TeR FUMP [fo031CT HJMP r_1 FAILURE RP1 4, M's PL12 5C.L12 105 -110 Crl ' C�LI _ '7D ARM D//1LEie J}�I� �30/y 2O 7D H /Gw Z�� INPUT c.< PNMA amSTG� r' J Oct HAIL) 1.5/5 +y "s PflS t 15 DIE11.11`161TE RAPSIMM •••OINWIINCI - WaT.R•S.WR CITY PROJECT PW 84' r 1e. M Ito It, U 174 IE,nse• I P 1 arse I • z I I tCLOSG�J ir-03C , 5-IIC O I L_ _ u 1ImM 115 -411 •—.I (AUTO) Sec SI PROM w5 -•11 •--s (AUTL nee 3N � �-M<c _,1 /LOw LOwE PUMP I PA.) ❑ .-1I ❑ (e..0-."7,7%,i P FAIL) y� l 1 ❑ Is, L • I tG 27 128 Its LSO I— -J Low 20,15 U 115 NMI fps FAIL) ❑ 3.Z ILO K N DSLTe TE n+PN)- MODULES -I 399 117 756 In 140 J If 3 F S — q- WT17 M M.. SUILOINO• 1111 n .--_ lnf NORTH HILL RESERVOIR AND PUMP STATION (� 1u ■saws, ,B°Im_ C +aa "' I- I/4C CONTROL PANG ELEVATION Dill ll. WAIHILL • In maws 4u occ w iiii D/5GCC 72 OUTPUT NODULES 0/ ` /ZOVAC —4 ANNUNC /ATOFC L IGM CAO /Ne7.� 02 — 05 04 -- 05 m4 r- 07 Oe (39 — 010 0// - 0/2 0/5 014 — K2 CR vo,n men- NIGH Level I CLEAR WCLLL COW -LOW LEVEL 5TDCAGC TANK LGVGL 5/61AL aIT OF RANet 1-5 0/65 ZONC PLOW S'GNAL OUT 00 RAncTe 1 -4 LOW LOVC P-/1A 5/5NAL 04.I1 O RANGE h5 /BLANK) /- 4 NA iH ZONC PUMP NO f RA/LURE 2 -I LOW LONG RUMP NO f A1LURe 2-L LOW ZONE FEIN!. CON-T _ VALVC N0 1 PAK 2 -5 NK1H ZoNC PRC55Ulr On91WL CUT RANOC 2-4 LOW ZONE PRC554./G 3'fwA CUT OF RANGE 2-5 (OLA,NK) L -4 HIGH ZONE PUMP NO t RA /LLRE .3 -/ Lon, LbJt ouNw NT 2 ,AILLRE 3-2 0/ 0 /r. 0/7 015 014 OLO L..NNUNC/A7M LIOM CASNCT 'NJ LOW ZONE RUMP CONTROL VALVC I-IO L PAiL 55 RC PUMP PArLURe 4 Y i• Pine VALVE cL Tre E F /LURC 5- } 021 0LL 0E3 024 (OL ANK) 3.4 N/GN LONE PUMP NO 3 PA/LURe- 4.f }I tow 2ONe PUMP 710 3 RAILLRE I 4 4E LOW ZONE R/MP COMRoL 1 • VALVC NO 5 R.44.. 4 -5 HASH ZONE FIRE 4129.r /MET VALVE FAVLURC 4 -4- LOW 2aIC RFC RIM NLeI •LVC T/L//RE 4-5 rc� 025 024 027 0EE - I Jf -(L- -� o tnx; N54I/ o c .0 - kL0 L_ H5.4J2 d 1B611g6tE weQMs eMA90. •1♦NO/N11•AIIVO• I•T PISS T•• WITS 4e• /OW STS- •SUM OINO• rITV PROJECT PW 84 -WT17 P✓- 411 CTAL OP/OE V.00/57007 (7)71 70 /NPt/T Its 5EE 5N 4/2 TO /N■27 IZ9 5CC 5H ❑ SPARE ❑ sP«RG ILO UAL �• L N /SOLATCD OUTPUT MOO/ILCS 00 T ; Tt— '(00x) 019 L , e 1(00x) , 1[ -O ) To INPUT 15 I N9Lll Set 5N t TO NION ZONE 0005TCC RCMP P 2/' SC-2, F^ ZO`/C xoo J) 5005754 PUMP 2l2 x zr2 T I(OOX) 050 I�TI- e o _1(00x) , If45.2 12 TO or, etc xOO) (DOK) OG1 (00 70 NGN ZONE Oaeerre/E PUMP r-213 SC- 215 TO W /7 17 H5 -2/5 set 5H • I" c A To Law Love 000 e045TCR PUMP P 511 I(O0x) M/5 52 __• 6lOg S -511 TO INFU-T 214 See 5r1 O 1 095 • 1(00X) 115-512 00) 2000 TO lLW ZONE O/05T2A POMP P-312 AVS T C FN: /LO Inc N G H 1 -r NON- 55CJITIAL. ALARM 1 C SSGM/AL ALARM INcin 217 5CC 5H 1 /N7RU5 /0/, ALMA, CNANNCL / CHANNEL 2 CHANNEL 3 CHANNEL 4- ALARA, ONLE_C TO TELEPNOIC J4 CONPAM CQU /PAKJNT u u 7 F IL 0 o- F ii wl ORTH HILL RESERVOIR AND PUMP STATION / „�, ii I&C WIRING DIAGRAM PIMP CONTROL PANEL .Ir�. _ —srl s, 4�E� •ErNE W. DEC 505 A 6 .. w MHILL CH . e..l TAP, CIAO< -.NIEL-0 (vVA) (-yJo C-.7- 100 b_I-/DO -1.50 Z4 V AL e4 V Ot, I-) 1') C ('0 0 , (i) 0 FT-Z20 P2-ZOO 0 r Al I If) (II 1.2-3 0 17- ANAL,. MODULE. N) (-) a74 P7-310 31) A27 03 3 ANALI-K.7 0 h•Ork-li_e ..-ANAL,Y7 MOCYJI-E ar, (.,71) .5AC• C1.0 rr., 291 /15-7:0 %Poll UC/HO - I I (IVI) —110V z 70 (177) r"— PHA-2K NV, 5,-0E10 (7.17-) -,101/ PC ti? 3-) )45 - IZ AY-z II Oil) - Z)7 P91.11216TE WEIIMMS - OMIT. ••••111111111111MINO • WATOP• IIIIWEP•PARK ••01J11.01NO- CITY PROJECT PW 84-WT17 _ )1 " ifj_rirrig__,.41..-;;Ir.rd li • a am el, Iii. DEC am "" NORTH HILL RESERVOIR AND PUMP STATION tra. *del [4 A on pi 6 t---um MC WIRING DIAGRAM PURIP CONTROL PANEL lair.. MIMI -- RAW / A]D REIX! REO / 407 a✓rCW37 AA►LKATAfV see 34 --/n/ST/CL/MEN! •5 MTCO C,r.GLG "Moe we*,, CO A7 ZS A, -,cn,R EIRACXGT - `Re5OA. KYR f(Lt?R ' '• r oLAG �xcL...>c 1' ',cave A/ s,1 TA/ Ye• R T• cox .c..cKS .�PO.VG NT3 oes■¢AlA rev OY .4 ,1tW 717 eG JU/►L CO AY 1 rPvMeor M/•6. 'O /P BALI/ AITCR M6RKA r /Onr. A DM/ TTANCE LEVEL F/ FMENT /NSTALLAT /ON n VTS 6 3■ V NOTE 3: L ROUND cV• /ALL E + /n1r0 0/NI ca C 415 CORACRS L. 3 0/ AL /N 3ON7ACT W/TM CONCRETE /IL-GAZA/NAG re YGC // /CAT 11,03 /YK A40.17/NA. MA/NT /44 •0Le5 TO 3U /r 0370 mart 70 sr r w /ssr eac 53Lr3 LL'Q. +C/ L Le410TM rasa/7 Wsr6UMGNT t.f/'e+ 4 40 LGNO rM no sun' /NITRUMGNT �r3GL'o .4O AL "Pe secure TO Sue /ea.'e 0,5-s [ANC sr ANCNAR3 /L � A/C A /G/4, STANCH /ON SUPPORT f-DR CASE MDUNTED /NSTRUMENTS fs1 NTS 8, 31 FLOOR SLAB ..-SECURE TO WALL / WITH SST CONC ANCHORS 3.5 RE00 WALL MOUNTED INSTRUMENT INSTALLATION � NTS a 1) PRESSURE TRANSMITTER .SEE • I ,a ARO( T -- 31 34 _TO PRE55 SW /1CH, 5URG EE 6 \ r 31 {/j' 6 .41,43 i/I OOU51t 377 .4.734 P, 1.4001,E CEMENT L/NEO .STEEL PIPE, CA 5 T /ROA/ P /PE f DUCTILE /RON PIPE PRESSURE CONNECT /ON /NSTALLAT /ON OETA /LSD NTS �TO J✓NC741 . ea[, PROV /G 44/'C• 3SAC4 /N TO ALLOW POR 035LG AOJ0S r.IGNT OR Sw ?CM ACr 1a r/ew 1,l ✓GL LWNT /416 6RACACT • 300060 70 ALL W/ 0 -3/e. d -5 'Y3r D4.r5 AN0 6r CAW ANCH00.4 TY, 304100 b &AL✓S r/G LEVEL 30 /TCN C ,4507 CLAMP — "AC T037/0N LEVEL -Morel, NC 3'.'0041 VOT03 .. • 007.10r85 /70.43 /0RN/3MG0 , AY 3w/ CM MER 7P /GAL FLOAT TYPE L EVEL iW /TCN /NSTRLLAT /ON i1 GA0R AOCMG0 0/ 3/4/1, 40 SNAG 7 7/0 6,4 AL1rA/NUM, 7.406 1,5,0 TO rOP 4' 3/6-3 .43 R5O01RG0 TOP€ s /053 Aac.Ne0 Oi yAY.LE 3ME4T 1044 ALUM /NUM 1. .400 E +64/00 4040.., A 70 OE 66[/5416 3 �T ANO GW01 11.'00. 1. MOUNT 64/0 7.' * OG000 A /N3TRUMENr C 31AN40.4 , 0R/ LL 1.01-0 3 W RA/0 /A?q0 AS PER NO./7/NC /ATE ES fOR 1413 rRU ENT, 3E5 U 34 RA /N HOOD /NS TALLAT /ON NTS J• UNGER IsC — PRE95lRE swRLH (TS) OQ 0 »05'5 (01 n oicAroe COI) BY 077-ERS S0Ee DIRECT MOUNTING PRESSURE SW /TCH g /ND /C/3TOR /NSTALLAT/ON NTS 3+ TYPICAL PDT CONNECTION n 34 NTS We 04 3 TG4C CAP 4.//C "dA MOLC3 L' 3CNG0 10 3 TL %PE n W .3 7.4 3E CURG WALL 0/ 4. CAVE RVCNOR3 N0TG ALL MOUN TNG 86.40487.3 304 TO eE /4151,41,1,50 .4 /vP0x •..0' 3504E CLAM AC A3 REOU/RGO AY /RLKG35 COV eCT /A✓ PRESSURE ? PRESSURE D IFFERENT /AL TRANSM/TTER /N5TALLAT /O4/n NTJ 31 AuA�t� WIMMS •.NOINE•RIND • WAT!R•..W•f• ••UILOINO- Cm PROJECT PW 84 -WT17 ul G ��J NORTH HILL RESERVOIR AND PUMP STATION LIC OEWLS 444.4441 jot Wppd ■AMLMASW13 4b oEC '45 PR /✓ATE ORNEWAY (TYP) - - -- 55 AVE RTO ry� POWER vnuLT IDnER �,NE UNDER RATA WATER LINE AI (SACS Of WALA 'H fox LOC+TxW SITE 1 JCAIE: I' • 2O SITE 3 SCALE. I'-2O 58 WAVE. 5 SITE 5 SCALE: I'- 20 Ta MM MN 7 —T__ 1510" AVE. 5. SITE 8 SCALE: 2' -ZO G • :50.1 TOW 550 AVE 5. aim�� . �. CO VAL TIC Eb OMA CORE WALW(TYP) AWOVE WA SL ORIVEWAY(TYP)- 5. 1991 -2✓ST SITE SCALE. I •10 tl�WE e•. 1 1109 56 LIA r SL E #JL D 1. _. •' Y] FOS5 TOWER LINE 7Y /S 5 /AE SITE 4 SCALE • I 20 S 14 J ew•r SITE 6 SCALE: /..20 P/P• O VCAafy LOUTIOIV a. POWCR, 6A5 AAID Aufl I LEGEND L "w • al, oMN WATER LINE PLUS SIZE ROWER LINE GAS UNE TELEPHONE LINE STORM DRAIN SAT PART SEWER If 3 I- L 0 NEW OMEGA VALVE PEU5FLP1' JIM I ■... ILI SPOT ELEVATION MANHOLE f0 EATER OASIN v0 pp POWER POLE J, 1 L STREET uD/TTS ' RTO FIRE NVLRANT O WATER ACTT' LIWLY w EAISTINO ✓.'E • TELEPMORC ✓ LILT • TEt E✓15 ✓AVLr PORE, ✓TLL/TY &AULT). NcTto A ....REM L ALL L/TILIITES Pt /LK /OAST OLGC..('S t q� NDT Cr TURO CXISRNK AuIn 6t� ES Pa AT. - .NOIN.�RINO•�TPUT�•WATER•O.WlA• •SUILOINO. CITY PROJECT PW 84-WT17 A NORTH HILL RESERVOIR AND PUMP STATION , MGR PRESSURE ZONE ISOLATION %AWE PLANS GUARD MIL -- III 5. 149 tL" ST. P/KWF P_.1 ` I t r SITE 11 SITE 10 SITE 14 EXIST PIPE t,0" VARIES / =0' EX /51. PIPE r ELEA COUPLING (NM- CREEK VALVE SIZE TO MATCH CAINE . NPE- REPLACE PAVEMENT OR COACRETE «ALA(555 rABLf) AKIrt/ EA 15T /AG HEEL AND NICENESS, 3' CLASS MATCH Ct/5T. f /N /5N GRADE SAN, cDr(rYPf- •'LEEC/AG COURSE -' PROVIDES 4CMY.NID In • PLAN •tM/5T P /PE Slit ARIES, SEE. TABLE t . IS GAP MAX . TVP `P /On 0/RECT,ON, SEE PLAN SE? COVEN OX' VALVE AE. I AND CONCRETE PAD Na. DECOR, GRADE IN EM✓EMENr OR 5NOuLDER AND Y'ABOVE 1I GRADE EL SENARE EX/ST PAVEMENT OR CO'NCtETL "� O'MIN 7 ,.PT W G5T /ROV 1 _ VALVE CPI 2 E' TD/ SECT /ON Vt t CENTERED dVG O`+ EEVALVEC CHEER VALVE y W 4-P/E SE SRE N'. Aue�r� weQMs ems.. ••NOINU•RINO• - MIAT•R•t♦UWER• •IBUILOINO CITY PROJECT PW 84 -WT77 OGAHIU NORTH HILL RESERVOIR AND PULL HIGH PRESSURE ZONE ISOL MIOH MIME PLANS AND t PIPE 9. MIN O.O. MIN AR /ES/ • SECT'". S O P'�I�D .nON CITY OF TUKWILA TUKWILA, WASHINGTON CONTRACT DOCUMENTS for THE NORTH HILL RESERVOIR AND PUMP STATION PHASE 1 EXCAVATION City of Tukwila Department of Public Works 6200 Southcenter Boulevard Tukwila, Washington 98188 S EP, 1:1987, Bid Opening: 10:00 a.m., , 19... v CSSLONPti•i" City Project No.: PW84 -WT17 CH2M HILL Project No.: S18896.B1 S18896.D1 December 1986 CH2M ADDENDUM NO 1 TO THE CONTRACT DOCUMENTS The North Hill Reservoir and Pump Station Phase I Excavation TO ALL PLANHOLDERS: Gentlemen: DATE: April 3, 1987 PROJECT NO S18896.B1 The following changes, additions, and /or deletions are hereby made a part of the Contract Documents for the construction of the Forth Hill Reservoir Hans EnaA, phase I - Excavation dated April 3 , 19 87as fully and completely as if the same were fully set forth therein: See attached sheet dated March 25, 1987. All Bidders shall acknowledge receipt and acceptance of this Addendum No I by signing in the space provided below and submitting the signed addendum with the bid package. Bids submitted without this signed Addendum will be considered informal. Very truly yours, City of. Tukwila Receipt acknowledged, and . conditions agreed to this day of , 1979. WOOER FORM 263 MARCH 25, 1987 THE NORTH HILL RESERVOIR AND PUMP STATION PHASE I EXCAVATION THE FOLLOWING SHALL BE MADE PART OF THE'DRAWINGS AND SPECIFICATIONS FOR THE SUBJECT PROJECT. PAGE 5 OF THE PROPOSAL SHALL BE REVISED IN THE FOLLOWING MANNER: COMMON EXCAVATION 960 C.Y. $ _ $ F'AGE 5 OF THE PROPOSAL SHALL HAVE THE FOLLOWING BID ITEM ADDED UNDER SCHEDULE A. FRENCH DRAIN (6 INCH PIPE, EXCAVATION, BACKFILL) 611 L.F. $ $ PART 4- SPECIFICATIONS OF THE PROPOSAL SHALL HAVE THE FOLLOWING ADDED UNDER DIVISION 2 -SITE WORK: FRENCH DRAIN FRENCH DRAIN SHALL CONSIST OF A 6 INCH PERFORATED PIPE (CORRUGATED METAL PIPE, 14 GAUGE GALVANIZED STEEL, OR ALUMINUM OR ALUMINUM COATED STEEL) AND THE TRENCH SECTION FILLED WITH 1 1/2 INCH GRAVEL INSTALLED TO INTERCEPT SUBSURFACE WATER (PER TYPICAL CROSS SECTIONS OF THE PLANS). THIS FRENCH DRAIN SHALL BE CONSTRUCTED AND CONNECTED INTO THE STORM DRAINAGE PIPING PER THE PLANS AND AT THE ENGINEER'S DIRECTION. THE UNIT CONTRACT PRICE BID PER LINEAR FOOT FOR "FRENCH DRAIN" SHALL BE FULL COMPENSATION FOR ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY AND INCIDENTAL TO PROVIDING AND CONSTRUCTING THE DRAIN, INCLUDING EXCAVATION, 1 1/2 INCH GRAVEL BACKFILL, CONNECTIONS TO STORM DRAIN, COMPACTION, FIFE, FITTINGS, AND.PLUGS AT ENDS.. PLAN °: PROFILE SHEETS 2, 3 AND 4 SHALL BE SUBSTITUTED BY REVISED SHEETS 2, 7 AND 4. REVISIONS DATED 7/87. ACKNOWLEDGEMENT OF RECEIPT. OF ADDENDUM #1: CONTRACTOR 5 150 TN ST STA f4 +26.50 • UL RD STA /44- 48.83 SOUTH 15077/ STREET 2'G ... CBS STA IO +00 BEG /N HAUL ROAD PROJECT, BEGIN EXST ROADWAY ' 16 "CMP TO BE T INLET AND /2' ✓ED \ CONC PIPE 70 BE REAaQVED Exsr12 CONNECT EXST 12" CONC ORA /N PIPE 7O CB \ EXST /N TO BE \REMOVE-0 NO REPLACED WITH CB f TEMRJRAR•Y CONNECT /ON /G CbsP II =CB f TO BE PLUGGED AND I ABANDONED BY OTHERS UPON % COMPLET /ON OF MACADAM ROAD\SO. 36 "LOTTO NC PIPE 077 1 / II'I 'I. Mti ESII 2 1 W SEO "O/ Ai O PA //� aim E toii_ IB1Bii MATCH LINE NOTES 1. CENTERLINE (¢') SHOWN IN HAUL ROAD IS ■C OF 20' WIDE EASEMENT. 2. UTILITY LOCATIONS ARE APPROXIMATE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS. 3. SD STATIONING /3 OFFSET FROM HAUL RD. ( DISTANCES BETWEEN CB'S MUST BE SCALED FROM PLAN. HOUSE LEGEND EXISTING RI34DWAY PROPOSED HAUL P040 PROPERTY LINE FENCE —5— SANITARY SEWER (EXISTING) —W— WATER (EXISTING) —SO. 21'DIA STORM DRAIN (P.POPOSEL'') FRENCH DRAIN 5 CATCH BASIN INLET DRAIN 9 TEST PIT (TYP) LOCATIONS FROM 1986 CHEM HILL INVESTIGATIONS DRAINAGE DITCH AT/GAIT OF WAY PLAN SCALE IN FEET: 20 00 SCALE: 1" = 20• eo PROPO 670RM RENCN 0 2- 8- ALDERS 2' UTILITY EASEMEN 8"! 18'MAP LOT 19 Y EASEMENT 4- 4fALDERS ` 2. jW NW STA /6 +36 PC 51frrDtl4 X (a. PROX). - .. . CONC. PIPE ANCHOR:(/ B'OC SEE: Ct'NC'P /PE ANCHOR B 8'0C. "2 • O • /80 • f70 50' VC • 0. 0 Nn + 10 1 Q J, - ,- i h W co 1 'APPROXIMATE i' OF SOUTH ,150TH. STREET - - FX /STING' PAVFHFNT n�ra1 Ef 'F'CP. 145LF0 1" L /40 .2l "R=1'• 101., _14- CT/ON– /v MACADAM RD.. Sr OTHERS c'1L'RCP, 71 LF S =O:0 /E 24- I• S STA, 4-04-26 Y2'RT • TOP OF GRATE EL. 1E700 E, IN /24:74 IF OUTT23:26 TE?H"ORARY• OGNNECT /ON- EXST /6':CMR 1 I cs:2. STA If +419, /5'RF. TOP OF GRATE P0.154.90 I / . OUT V29.56 ' . /./ \S .. f ...: STA• l2+ - 6- - /4 'RT. - - - - :SCALE 1' -2O' h TOP OFGRA -E- EL..143.9J 4--:10': V LE.. IN. 140..50 . /E..OUT.7)8:95: .. - . .. .. .. • ...: CB 3 NORTH H /LL EESERI4 STA. fl.fLf0,.16 .R .. TOP OF GRATE £L.:35.9/3 .. . - .. I LE. /A'. 13_35.. . I I.E.O. /r f51'.35: 1 'RO.F /L1 felAIT 'C wEIMMM BEAT. •ENOINEERINO•BTREETB• WATER•BEWER•PARKB•BUILDINO• 0.048 • C6 3.. .. ..... ... .. ... ... i.. N• STA -13+60 14'RT. TOP OFGRk4TE EL_ 4-5/97 E ; N - /46.49 /E.CUT:145.49 .' .I 1 I 50.4.5709: - S°- c n: EX/877A/G: : • P : l9 . //G 12/JN0 0 .i: _ / /' HAUL RD Q 4 i7 .i 'V FRZQF7L.E . ) 1:11.._; - U- --. • IBO — _`a.n_, _ 170 EX/SrYNC GROUNa . 4' S.0 PROFILE S -0.012 160 STA 16 -'29 8'RT. CB 6 ray - or GRATE EL. /68.88 STA ' f4-e0 B'RT.. : ..: /E. /N 4-4414-2 .:. .. . /.E. OUT' 16/.02 TOP OF ..:.:PATE EL. /67./5 . .... .. .. ...... 150 - -- ... ...... /. Fr our '60.73.: .. ..:. MAC' INLET STA /64-29. 8 'CT TOPOFGRA7E EL. 169.72..: • CONC %NCET STA 14X67, 15'o: ' TgPOFL"RATE EL: 165.49, - /an IR_HAUL flOBQ NOTE,' LINEAR( S.0 LENGTHS NOT SCALEABLE . /NI PROF /LE..SEE PL 4N, I - /30 - - •rDI-d-6„�TPIPE (41"-J .I I 1 :: , - I r Y j , 13 +00 i Ity dell dugild iCRI drawn I ®I chocked fLG 1 pq r� field tit mi CKMHILL • f.5-4s00 • I i i. .,1 .. Q. _. .. :. . 6 #00.. NORTH HILL RESERVOIR AND PUMP STATION PHASE I - EXCAVATION HAUL ROAD AND DRAIN PLAN AND PROFILE SCHEDULE A FRENCH ORAIN-AODENOUM sr 4/308Y THE CITY OF TUKWILA no dill reei31000 Q J 3 F u .lib no 51889601 tteM 'SEE ABOVE) Adele DEC 1986 i EXST ROCK RETAINING WALL 2' UTILITY EASEMENT STA /6 #36 r 4 MAPLE�".,1 TO II )1 it i �e';I ‘ P 34" R/ Itt 'tijj% a In `STA 16-1-6 70 I I •i P/I �II �- STA 17+(X7. h� ►► t TA r7 +ro = +1 4 9 � OJj 1 � O � ��, I \ ° APP.AOX/MA E fl ; CAlNQLIN S l % I I k te41 olgiOili lit (LOT 20 STA ENC REE -4750 ,4UL ROAD AT •?VOIR SITE BOUNDARY I22•FOP[A ' 10' PERMANENT EASEMENT PLAIN PROPOSED — RESERVOIR . SITE SEE SHEET 6 FOR SITE PLAN NOTES CENTERLINE (g) SHOWN IN HAUL ROAD /S C OF 20' WIDE EASEMENT LEGEND EXISTING ROADWAY PROPOSED HAUL RD (18 "DEPTH) - I, - - -- PROPERTY LINE FENCE —5— SANITARY SEWER (EXISTING) -_W— WATER (EXISTING) ••■SD■ 21 "D1A STORM DRAIN (NEW) PREACH DRAIN • CATCH BASIN • INLET DRAIN • TEST PIT /TYP) LOCATIONS FROM /986 CYEM HILL INVESTIGATIONS AFPPDX /YNA /E'C.77(4 L/NFS Q ' 60 60 SCALE IN FEE 60 0 20 SCALE CWC PIPE ANCHORS •■ 8' O.C: • • SEE 40"@ :I5.00� 90'6'0.43 •%' - - 50' VC K • I- 0 220 \ :CB I/ STA 21477, 8'LT: • ..:TOP OF GRATE:EL: 220.00.: : /E /A 215.00 1..E OUT 513.09 • -SEE 057,.47E CS10. S7A 204-76 6/ �T::::::: TOP OFGRATE EP.. 202:80 I . .. ... LE. IN 198.75.. 1 IE OUT .198. /1` , 0: j 0.040 2T "RCP;:l00LF/d 8 °0.012 I —R ......... STA f7 +29' 10'LT. ' .TOP OF GAA TE EL. - 170.69 /E 'V'166. 1.E. OUT: l 5.32 PROFIL SCALE- 11:: 20' fo,. NORTH HILL ..RESERY[ K' o a • N• I i CS 9 : - : : E1:EVAT /C STA- 18 -r29; 3'RT 70P OFGRATE EL.177 B5 .... t LETN 77e 53 .:: . 18 +00 - - - I i 151 OUT-'70.13- f9 O •T ? HAUL ROAD /• 160 O R- R L.7, IJ • • ENGINEERING-STREET S• WATER• BEWER• PARKS• BUILDING!. Ci MHILL 1 20'1.00 -_ —�. NORTH HILL RESERVOIR AND PUMP STATION PHASE I EXCAVATION HAUL ROAD AND DRAIN PLAN AND PROFILE SCHFDULE A. II still (SEE 1130L/E) dill '. reritioos dill DEC 1988 i FRENCH DRAIN, REVD PROFILE 4/31871+DDENDUM •1 BY THE CITY OF !TUK W ILA I 3I 8 Iilo no moos DI EXISTING GROUND SURFACE VARIES(SEE PLAN) ROADWAY Z:1 4S SHOWN ON SECTIONS 6. fos RE/PA-CRATED 18' - DRAIN PIPE 12' GRAVEL 6' 051/SHED SURFAC/N6 TOP COURSE 45 /400/F/E0 AND BEOZvA/6 By SPEC 02200, SECT/ON z5 L_ TYPICA CUrf-' SECTION TYPICAL .F7LL SECTION 2% PROFILE GRADE OM FIN/SHED GRADE &GRAVEL HAUL ROAD TYPICAL SECT/ON NT$. . : ....... . 1: . z'STATIONEL SECTION CUTS • • LZ vERT NOTE., REFER-70 TYPICAL.'SECT/ON- . FOR SIDE SLOPES AND DafENSIONS • . • • • . • • If 3 200 VARIES 154-00 STA 17+00 STA 79400 514 21+00 i 1 i I 1 STA 164-00 1 • -- , ...STA ia-,-00 - .. . . STA 0-/-00 I .:::1 ..... STA .14-474; ••• •ENOINEBRINGI•EITFIEETEPWATER•BEWER•PARKEI•BUILOINGI. dist nod drawn NORTH HILL RESERVOIR AND PUMP STATION PHASE I - EXCAVATION •.? it) ADDENDUM -1 BY THE CITY OF TUKWILA r..77-u-ry CtiMHILL field Mall HAUL ROAD — DETAILS AND SECTIONS SCHEDULE A no dolo I rolisions S15896 DI Ciii ISEE ABOVE) its DEC 956 TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION- CONTENTS PART 1 - BIDDING REQUIREMENTS 518896B -CVOS Pages INVITATION TO BID 1- 2 INSTRUCTIONS TO BIDDERS 1- 8 PROPOSAL 1 -12 BID BOND 1- 2 PART 2 - CONTRACT FORMS CONTRACT 1- 2 PERFORMANCE AND PAYMENT BOND 1- 2 PART 3 - CONDITIONS OF THE CONTRACT GENERAL CONDITIONS 1 -22 SUPPLEMENTARY CONDITIONS 1- 9 • PART 4 - SPECIFICATIONS DIVISION 01000 01001 DIVISION 02015 02102 02200 02444 02501 02601 PART 5 - DRAWINGS 1 - GENERAL REQUIREMENTS Abbreviations General Requirements 2 - SITE WORK Move In and Site Preparation Clearing, Grubbing, and Stripping Earthwork Chain Link Fence Storm Drain Road Repair 1- 2 1 -21 1- 3 1- 3 1 -21 and Gate(s) 1- 5 1- 7 1- 3 S18896.B1 DECEMBER 1986 1 CONTENTS PART 1 BIDDING REQUIREMENTS CITY OF TUKWILA CALL FOR BIDS PROJECT NO. 84 -WT17 CONSTRUCTION OF NORTH HILL RESERVOIR AND PUMP STATION PHASE 1 EXCAVATION Notice is hereby given that the City of Tukwila, Washington, will receive sealed bids in the Office of the City Clerk at Tukwila City Hall, 6200 Southcenter Blvd., Tukwila, up to the hour of 10:00 a.m. on the 1st day of Se tember ,'1987. At this time, bids will be opened and publicly read aloud or: CONSTRUCTION OF NORTH HILL RESERVOIR AND PUMP STATION PHASE 1 EXCAVATION The work proposed, includes all materials, equipment, labor, and related items necessary to complete the excavation for a 120 foot diameter, 27 foot deep, partially buried concrete potable water storage reservoir and a 32 foot by 46 foot, 50 foot deep, partially buried concrete pump station. Common and rock excavation are anticipated. Perimeter security fencing is also included. Construction of approximately 825 feet of 15 to 24 inch drain pipe is included in a separate schedule. Each bid shall be in accordance with the bid documents available at the Public Works Department, 6200 Southcenter Blvd., Tukwila, 433 -1850, for a NON- REFUNDABLE FEE of $25.00. Each bid shall be accompanied by a bid proposal deposit in the form of a cashier's check, postal money order, or surety bond made payable to the City of Tukwila for a sum not less than five percent (5%) of the amount bid. The City of .Tukwila hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, creed, sex or national origin in consideration for an award. The City reserves the right to reject any and all bids, to waive any infor- malities in the bidding and to make the award as deemed to be in the best interest of the City. CITY OF TUKWILA Maxine Anderson City Clerk Published Valley Daily News - August 10 b 17, 1987 Published Daily Journal - August 10 b 17, 1987 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION INVITATION TO BID CITY OF TUKWILA CONSTRUCTION OF THE NORTH HILL RESERVOIR AND PUMP STATION PHASE 1 EXCAVATION CALL FOR BIDS NOTICE IS HEREBY GIVEN that the City of Tukwila, Washington, will receive sealed bids in the office of the City Clerk at Tukwila City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188, until 10:00 a.m., local time, on 19..., at which time the bids will be opened and publicly rea? d for: THE NORTH HILL RES' 'AMP STATION PHASE The work proposed includeP related items necessary diameter, 27 -foot deer storage reservoir a- buried concrete p• anticipated. P included. Co 21 -inch drP haul roar' Each bid sL the Public h 98188 (206/43. Each bid shall L of a certified ch bond made payable 5 percent of the bic. •nt, labor, and for a 120 -foot stable water deep, partially .:avation are gabion wall are also J feet of 15- to .at of 12- to 20 -foot wide .dule. the bid documents available at Jouthcenter Boulevard, Tukwila, WA .:FUNDABLE fee of $25.00. s by a bid proposal deposit in the form .ier's check, postal money order, or surety City of Tukwila for a sum not less than The City of Tukwila hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, creed, sex, or national origin in consideration for an award. 518896.81 DECEMBER 1986 1 INVITATION TO BID TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION The City reserves the right to informalities in the bidding in the best interests of 4e City Pro4 Publish S18896.B1 INVITATION TO BID 2 S18896B -CVOS ' d all bids or waive any , Award as deemed to be A, WASHINGTON • DECEMBER 1986 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION INSTRUCTIONS TO BIDDERS 1. CONTRACT DOCUMENTS A. FORMAT The Contract Documents are divided into parts, divisions, and sections for convenient organization and reference. Generally, there has been no attempt to divide the Specification sections into work performed by the various building trades, work by separate subcontractors, or work required for separate facilities in the project. B. DOCUMENT INTERPRETATION The separate sections contained within these Contract Documents are intended to be mutually cooperative and to provide all details reasonably required for the execution of the proposed work. Should there be any doubt as to the meaning or intent of said Contract Documents, the Bidder should request of the Engineer, in writing (at least 6 working days prior to bid opening) an interpretation thereof. Any interpretation or change in said Contract Documents will be made only in writing, in the form of Addenda to the Documents which will be furnished to all registered holders of Bidding Documents. Bidders shall submit with their PROPOSALS, or indicate receipt of, all Addenda. The Owner will not be responsible for any other explanation or interpretations of said Documents. C. DRAWINGS Where the Drawings are reduced in size from the original tracings, the amount of reduction is indicated on the Drawings. Full -size copies of the Drawings may be obtained at the office of the Engineer for the cost of reproduction. 2. GENERAL DESCRIPTION OF THE PROJECT A general description of the work to be done is contained in the Invitation to Bid. The scope is indicated on the accompanying Drawings and specified in applicable parts of these Contract Documents. 3. REGISTRATION REQUIREMENTS FOR CONTRACTORS All Bidders, including General Contractors and Specialty Contractors, shall be registered as Contractors by the State Department of Licenses in conformance with the requirements of S18896.B1 DECEMBER 1986 1 INSTRUCTIONS TO BIDDERS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION applicable parts of Chapter 18, RCW, (an act providing for the registration of Contractors). 4. BIDDER'S UNDERSTANDING ' Each Bidder must inform himself of the conditions relating to the execution of the work, and it is assumed that he will ' inspect the site and make himself thoroughly familiar with all the Contract Documents. Failure to do so will not relieve the successful Bidder of his obligation to enter into a Contract and TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION signature is by an agent, other than an officer of a corporation or a member of a partnership, a notarized power -of- attorney must be on file with the Owner prior to opening of Proposals or submitted with the Proposal, otherwise the Proposal will be regarded as not properly authorized. Bidder shall complete and submit the following forms with his bid: Bidder's Experience Noncollusion Affidavit Equipment and Manpower Schedule A. CHANGES IN QUANTITIES The Owner reserves the right to increase or decrease the amount of any class of unit price work item shown in the Proposal that may be deemed necessary. Such increases or decreases in amounts shall not be more than 25 percent of the quantities shown on the Drawings and Specifications without a Change Order, except that rock excavation may be decreased to zero without a Change Order. - 7. SALES TAX Retail sales tax to be collected from the Owner on the Contract amount in accordance with the General. Conditions shall be stated separately in the spaces provided, as applicable, and shall not be included in the unit or lump sum prices stated in the Proposal. The amount of retail sales tax stated will not be considered as a competitive bid item and will not be included in determining the lowest priced Proposal and will be considered to be an estimate only. All other federal, state, and local sales, use, or other taxes as required by federal, state, or local laws shall be included in the unit prices, lump sum price, or other prices stated in the Proposal. 8. COMPLIANCE WITH LABOR STANDARDS AND RATE OF WAGE REQUIREMENTS The work under this Contract is to be paid for by public funds; therefore, minimum prevailing wage rates published by State Department of Labor and Industries are applicable. The Owner does not guarantee that labor can be procured for the minimum wages shown on the referenced schedules. The rates of wages listed are minimum only, below which the Contractor cannot pay, and they do not constitute a representation that labor can be procured for the minimum listed. S18896.B1 DECEMBER 1986 INSTRUCTIONS TO BIDDERS 4 ' TUKWILA NO. HILL RESERVOIR S18896B-CVOS PHASE 1 EXCAVATION 9. SUBMISSION OF PROPOSALS - Each Proposal must be submitted in a sealed envelope, so marked as to indicate the Bidder's name and its contents without being opened, and addressed in conformance with the instructions in the Invitation to Bid. 10. MODIFICATION OR WITHDRAWAL OF PROPOSALS ' Prior to the time and date designated for receipt of Proposals, any Proposal submitted may be modified or withdrawn by notice to the party receiving. Proposals- at the place: designated_ Ear ' receipt of Proposals. Such notice shall be in writing over the signature of the Bidder or by telegram. If by telegram, written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Proposals, and it shall be so worded as not to reveal the amount of the original Proposal. No Proposal may be withdrawn after the time scheduled for opening of Proposals, unless the time specified in paragraph AWARD OF CONTRACT of these Instructions to Bidders shall have elapsed. 11. BID SECURITY ' Proposals must be accompanied by cash, a certified check, or P P Y cashier's check drawn on a bank in good standing, or a Bid Bond issued by a Surety authorized to issue such bonds in the state where the work is located, in an amount not less than 5 percent of the total amount of the Proposal submitted. This bid ' security shall be given as a guarantee that the Bidder will not withdraw his Proposal for a period of 60 days after bid opening, and that if awarded the Contract, the successful Bidder will execute the attached Contract and furnish a properly executed Performance Bond and Payment Bond in the full amount of the Contract price within the time specified. ' The Attorney -in -Fact who executes this bond in behalf of the Surety must attach a notarized copy of his power -of- attorney as evidence of his authority to bind the Surety on the date of ' execution of the bond. Where State Statute requires, certification by a resident agent shall also be provided. If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form bound herewith, or one conforming substantially thereto in form and content. S18896.B1 DECEMBER 1986 5 INSTRUCTIONS TO BIDDERS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 12. RETURN OF BID SECURITY Within 15 days after the award of the Contract, the Owner will return the bid securities to all Bidders whose Proposals are not to be further considered in awarding the Contract. Retained bid securities will be held until the Contract has been finally executed, after which all bid securities, other than Bidders' bonds and any guarantees which have been forfeited, will be returned to the respective Bidders whose Proposals they accompanied. 13. AWARD OF CONTRACT Within 45 calendar days after the opening of Proposals, the Owner will accept one of the Proposals or will act in accordance with BASIS OF AWARD, below. The acceptance of the Proposal will be by written notice of award, mailed to the office designated in the Proposal, or delivered to the Bidder's representative. In -the event of failure of the lowest responsive, responsible Bidder to sign the Contract and provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the Owner may award the Contract to the next lowest responsible Bidder. Such award, if made, will be made within 60 days after the opening of Proposals. 14. BASIS OF AWARD The award will be made by the Owner on the basis of that Proposal from the lowest responsive, responsible Bidder which, in the Owner's sole and absolute judgment, will best serve the interest of the Owner. The Owner reserves the right to accept or reject any or all Proposals, and to waive any informalities and irregularities in said Proposals. The Contract for Schedules A and B will be awarded to the responsive, responsible Bidder submitting the lowest acceptable Proposal. The Owner reserves the right to award the Contract for Schedules A and B as best serves the interests of the Owner. The Contract will be awarded only if the necessary easements and rights -of -way have been obtained by the Owner prior to 60 days following the opening of the proposals. If, at the time this Contract is to be awarded, the total of the lowest acceptable Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Proposals or take such other action as best serves the Owner's interests. S18896.B1 INSTRUCTIONS TO BIDDERS 6 DECEMBER 1986 TUKWILA NO. HILL RESERVOIR S18896B-CVOS PHASE 1 EXCAVATION 15. EXECUTION OF CONTRACT' The successful Bidder shall, within 10 working days after receiving notice of award, sign and deliver to the Owner a Contract in the form hereto attached together with the acceptable bonds and insurance certificates as required in these Documents. Within 10 working days after receiving the signed Contract with acceptable bonds from the successful Bidder, the Owner's authorized agent will sign the Contract. Signature by ' both parties constitutes execution of the Contract. 16. CONTRACT BONDS A. PERFORMANCE AND PAYMENT BOND The successful Bidder shall file with the Owner, at the time of execution of the Contract, a Performance and Payment Bond on the form bound herewith in the full amount of the Contract, as a security for the faithful performance of the Contract and the payment of all persons supplying labor and materials for the construction of the work, and to cover all guarantees against defective workmanship or . TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 17. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND The Bidder who has a Contract awarded to him and who fails to promptly and properly execute the Contract or furnish the required Bonds shall forfeit the bid security that accompanied his bid, and the bid security shall be retained as liquidated damages by the Owner, and it is agreed that this said sum is a fair estimate of the amount of damages the Owner will sustain in case the Bidder fails to enter into a Contract or furnish the required Bonds. Bid security deposited in the form of cash, a certified check, or cashier's check shall be subject to the same requirement as a Bid Bond. 18. TIME OF COMPLETION The time of completion of the work to be performed under this Contract is the essence of the Contract. Delays and extensions of time may be allowed in accordance with the provisions stated in -the General Conditions. The time allowed for the completion of the work is stated in the Proposal. S18896.B1 DECEMBER 1986 INSTRUCTIONS TO BIDDERS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION NOTE TO BIDDER: Use preferably BLACK ink for completing this PROPOSAL Form. PROPOSAL Contractor's State License No. Contractor's State Tax No. City of Tukwila Contract No. Project Title: THE NORTH HILL RESERVOIR AND PUMP STATION PHASE 1 EXCAVATION PW84 -WT17 Honorable Mayor and City Council City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 The undersigned hereby certif(ies)(y) that (he)(they) (has)(have) personally examined the location and construction details of work outlined in the Contract Documents for the City of Tukwila North Hill Reservoir and Pump Station Phase 1 Excavation, and (has)(have) read and thoroughly understand(s) these Documents which govern all work embraced in this improvement and the methods by which payment will be made for said work, and hereby propose(s) to undertake and complete all work embraced in this improvement in accordance with these Contract Documents and at the following schedule of rates and prices. As evidence of good faith, cash, bid bond, cashier's check, certified check, or postal money order payable to the City of Tukwila is attached hereto. The undersigned understands and here agrees that, should this offer be accepted and the undersigned fails or refuses to enter into a contract and furnish the required construction performance bond, and necessary liability insurance, the undersigned will forfeit to the City an amount from the "good faith token" equal to five percent (5 %) of the amount bid as liquidated damages, all as provided for in the Specifications. The unit prices here submitted shall apply to the quantity actually allowed by the Owner regardless of the relationship to the quantities as indicated in this Proposal. (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) S18896.B1 DECEMBER 1986 PROPOSAL TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION BIDDER'S DECLARATION AND UNDERSTANDING The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in this Proposal are those named herein, that this Proposal is, in all respects, fair and without fraud, that it is made without collusion with any official of the Owner, and that the Proposal is made without any connection or collusion with any person submitting another Proposal on this Contract. The Bidder further declares that he has carefully examined the Contract Documents for the construction of the project, that he has personally inspected the site, that he has satisfied himself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the work and to identify the said quantities with the detailed requirements of the Contract Documents, and that this Proposal is made according to the Provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Proposal. The Bidder further acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, access to the site, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract. The Bidder further acknowledges that he has satisfied himself as to the character, quality, and quantity of surface and subsurface materials to be encountered from his inspection of the. site. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. The Bidder warrants that as a result of his examination and investigation of all the aforesaid data that he can satisfactorily perform the work within the time stated and in a good and workmanlike manner to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefor is assumed by the Owner. S18896.B1 PROPOSAL 2 DECEMBER 1986 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION AWARD OF CONTRACT A contract will not be awarded until the Owner is satisfied that the successful Bidder is reasonably familiar with the class of work contemplated and has the necessary tools, capital, and experience to satisfactorily perform the work within the time stated. Completion of the work within the time stated is essential and prior commitments of the Bidder, failure to complete other work on time, or reasonable doubt as to whether the Bidder would complete the work on time will be cause for rejection of any bid. The right is reserved by the Owner to waive any informalities in the bidding, to reject any or all proposals, to accept any proposal or combination of schedules or alternatives, to readvertise for new proposals, or to otherwise carry out the work. The Owner further reserves the right to award the contract or contract for the work subject to budget restraints, his successful completion of financing arrangements, or upon obtaining all licenses to construct from adjacent property owners. CONTRACT EXECUTION AND BONDS The Bidder agrees that if this Proposal is accepted, he will, within 10 days, not including Sundays and legal holidays, after notice of award, sign the Contract in the form annexed hereto, and will at that time, deliver to the Owner the Performance and Payment Bond required herein, and will, to the extent of his bid, furnish all machinery, tools, apparatus, and other means of construction and do the work and furnish all the materials necessary to complete all work as specified or indicated in the Contract Documents. In addition, the Bidder agrees to deliver to the Owner a written agreement with an acceptable surety to supply the Bidder with a Blasting Bond as specified herein. The cost of the Blasting Bond will be paid only at such time as it has been agreed that blasting will be required and a Change Order has been issued authorizing blasting. The written agreement for the Blasting Bond will be delivered to the Owner at the same time as the Performance and Payment Bond. FAILURE TO EXECUTE CONTRACT In the event the successful bidder fails to furnish an approved bond and to sign the contract within 10 days after notification by the Owner, an amount equal to 5 percent of the bid shall be forfeited to the Owner as liquidated damages. Said liquidated damages shall be paid from the certified check or bid bond. Other proposals will then be reconsidered for award by the Owner. S18896.B1 DECEMBER 1986 3 PROPOSAL TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION CERTIFICATES OF INSURANCE The Bidder further agrees to furnish the Owner, before commencing the work under this Contract, the certificates of insurance as specified in these Documents. START OF CONSTRUCTION AND CONTRACT COMPLETION TIME The Bidder further agrees to begin work within 10 calendar days after the date of the execution of the Contract and to complete the construction, in all respects, within 150 calendar days after the date of the Notice to Proceed. ADDENDA The Bidder hereby acknowledges and agrees that all addenda issued are hereby made part of the Contract Documents, and the Bidder further agrees that his Proposal(s) includes all impacts resulting from sAi.d addenda. SALES AND USE TAXES The Bidder agrees to pay all sales and use taxes for the work contemplated herein as required in the State of Washington and as separately listed in the space provided in this Proposal. LUMP SUM OR UNIT PRICE WORK The Bidder further proposes to accept as full payment for the work proposed herein the amounts computed under the provisions of the Contract Documents and based on the following lump sum or unit price amounts, it being expressly understood that the unit prices are independent of the exact quantities involved, except as specified herein. The Bidder agrees that the lump sum prices and the unit prices represent a true measure of the labor and materials required to perform the work, including all allowances for overhead and profit for each type and unit of work called for in these Contract Documents. The amounts shall be shown in both words and figures. In case of a discrepancy, the amount shown in words shall govern. Item Quan. Unit Figures UP or L.S. (Words) Ext.Total Amt. Performance and_Payment Bond (Schedules A and B) LUMP SUM $ Insurance (Schedules A and B) LUMP SUM $ S18896.B1 PROPOSAL 4 DECEMBER 1986 ITUKWILA NO. HILL RESERVOIR S18896B -CVOs PHASE 1 EXCAVATION Haul Bond (Schedule B) ILUMP SUM $ Move In and Site Preparation (Schedules A and B) ILUMP SUM 0 S ' Clearing, Grubbing, and Stripping (Schedule A) ' LUMP SUM $ Common Excavation (Schedule A) ' 1,330 CY $ $ Rock Excavation (Non - Explosive Mining) (Schedule A) 250 CY $ $ Drain (Schedule A) LUMP SUM $ Special Traffic Control (South, 150th Street) (Schedule A) ' LUMP SUM $ Haul Road Embankment, Gravel Base, and Base Course (Schedule A) LUMP SUM $ TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION Common Excavation (Schedule B) 15,710. CY $ Rock Excavation (Non - Explosive Mining) (Schedule B) 1,200 CY $ $ Rock Filled Gabion Wall (Schedule B) LUMP SUM $ Chain Link Fencing, Permanent and Temporary (Schedule B) LUMP SUM $ Sediment Control Fence (Schedule B) LUMP SUM $ Access Road Embankment, Foundation Preparation for Future Embankments, and Staging Area Preparation (Schedule B) LUMP SUM Interim Retaining Wall Allowance TOTAL SCHEDULES A AND B $ Total Sales Tax for Schedules A and B (8.1 %) $ 100,000.00 SUBCONTRACTORS The Bidder further proposes that the following subcontracting firms or businesses will be awarded subcontracts for the following portions of the work in the event that the Bidder is awarded the Contract and rock excavation by drilling and blasting is required by Contract Change Order. S18896.B1 PROPOSAL 6 DECEMBER 1986 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION Blasting Name , Street City State Zip SURETY If the Bidder is awarded a construction Contract on this Proposal, the Surety who provides the Performance and Payment Bond will be whose address is Street City State Zip The Surety who provides the Blasting Bond will be whose address is Street City State Zip S18896.B1 DECEMBER 1986 7 PROPOSAL TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION PROPOSAL SIGNATURE SHEET The Contractor proposes to complete all work involved in the project in accordance with the Specifications and these Contract Documents and within the specified time. Failure to complete the work within the stated time will be cause to retain the sum of FIVE HUNDRED DOLLARS ($500) per calendar day for costs of engineering inspection, supervision, plus legal expenses and court costs incurred beyond the stated time as liquidated damages. Contract No. City of Tukwila THE NORTH HILL RESERVOIR AND PUMP STATION PHASE 1 EXCAVATION Enclosed with this Proposal is a surety bond, cashier's check, certified check, or cash deposit in the amount of which it is agreed shall be collected and retained by the Owner as liquidated damages in the event this Proposal is accepted by the Owner within 60 calendar days after the day of the bid opening and the undersigned fails to execute five sets of the Contract and to provide the required performance bond and certificate of insurance with the City, under the conditions thereof, within 10 calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. It is understood that the Owner may accept or reject any or all bids. The undersigned's Washington State Department of Labor and Industries Workers' Compensation: Account Number is: License or Registration Number is: Revenue Number is: S18896.B1 PROPOSAL DECEMBER 1986 . TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION S18896B -CVOS Bidder Signature of Authorized Official Date Printed Name and Title Address NOTE: Telephone Number 1. If the bidder is a co- partnership, so under which business is transacted. 2. If the bidder is a corporation, this by-its duly authorized officials. 3. A bid must be received on all items. If any are represent $0.00, the bid may be disqualified. state, giving firm name proposal must be executed Receipt of the following hereby acknowledged: Addendum No. Date of 1 2 3 4 Note: as an right left blank or addendum(a) to the Contract Documents is Receipt Signed Acknowledgement Failure to acknowledge receipt of addenda may be considered irregularity in the bid proposal and the City reserves the to determine whether the bid will be rejected. S18896.B1 DECEMBER 1986 9 PROPOSAL • NON- COLLUSION AFFIDAVIT T ) ' STA E 0 F COUNTY OF ) ss. The undersigned, being first duly sworn, deposes and says that tare person, firm, association, co- partnership or corporation herein named, has not either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in the pre- paration and submission of a proposal to the Tukwila for CITY OF TUKWILA ' THE NORTH HILL RESERVOIR AND PUMP STATION PHASE. 1 EXCAVATION S18896.B1 10 Proposal BIDDER'S EXPERIENCE RECORD Name of Bidder Business Address Telephone Number Individual ( ) Partnership ( ) Corporation ( ) (Check One) Construction successfully complete edowithin nhpast five d(5) years similar in size, scope, and difficulty cc Name of Owner Name of Amount of and Telephone No. Project Nature of Works Contract 1 2 3 4 5 Number of Contract Days Allowed for Above Projects 3 4 5 (Signed) (BY) (TITLE) Date Actual Number of Days to Complete Above Projects Name of Company S18896.B1 Proposal 11 EQUIPMENT AND MANPOWER SCHEDULE Equipment to be used: Manpower schedule: (use additional sheets if required) Name of Firm Signature of Authorized Member S18896.B1 Proposal -12 TUKWILA NO. HILL RESERVOIR S18896B-CVOS PHASE 1 EXCAVATION ' WASHINGTON BID BOND ' BOND NO. AMOUNT: $ KNOW ALL MEN BY THESE PRESENTS, that TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1. EXCAVATION obligation shall be void; if the PRINCIPAL shall fail to execute the proposed Contract and furnish these bonds, the SURETY hereby agrees to pay to the OBLIGEE the said sum as liquidated damages. Signed and sealed this - day of S18896.B1 BID BOND , 19 PRINCIPAL By SURETY By 2 Attorney -In -Fact DECEMBER 1986 HWY— R32320 s=+ OCCUPATION:': CAR ILOCATION: KING`t. FRINGE BENEFIT REVAILINGf M,INIMUMx HOUR Y WAGE RATES 10, >.1987 r... „'• APPRENTICESHIP HEALTH- AND WELFARE PENSION WAGE RATES OCCUPATION CODE • 070 - 0020: ACCOUSTICAL WORKER------ 070 -0030 BOOM MAN 070 -0040 BRIDGE, DOCK AND WHARF BUILDER G T0:+- 0O6O f A P J E . 070 -0100• CARPENTER — WORKING. BURNED,. CHARRE.Dr:,, 070 -0140 DRYWALL APPLICATOR 070 -0154 -FLOOR FINISHER 070 - 0160: FLOOR LAYER 070 -0170 FLOOR SANDER 070 -0250 PILEDRIVER 070 -0300 SAW FILER 070 -0310 SHINGLER — WOOD AND COMPOSITION 070-0330 STATIONARY POWER SAW:,OP- ERA -TOR - 070 -0340 STATIONARY POWER WOODWORKING•TOOL OPERATOR .06 t /HR.. 1.50 t /HR. 1.40 S /HR.: OCCUPAT ION DESCRIPTION OTHER 070 -0000 STATE: HOLIDAYS; NEW YEAR'S DAY, MEMORIAL DAY FOURTH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY S SATURDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY. 070 -9010 STATE : OVERTIME — ALL HOURS'. WORKED: IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK, MON- DAY THROUGH FRIDAY, AND ALL HOURS. WORKED ON SATURDAY(EXCEPT MAKE. UP DAYS)- SHALL, BE. PAID AT- ONE AND ONE -HALF TIMES THE REGULAR RATE OF PAY. ':,ALL HOURS WORKED ON, SUNDAYS C HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE. 070 - 9011. REGULAR RATE OF PAY.. CH2M HILL EFFECTIVE DATE 040987 PAGE STATE RATE 17.78• 17._82 V7y.-EF2! .17.72 17.62 17.75. . 17.75 . 17.75 . 17.82 17.75 17.75 17.75 17.75 HWY- R32320 =AA PR'EVAILING MINIMUM' HOURLY` °WAGE' RATES 'r APRIL: 10, 1987 OCCUPATION: CEMENT MASONS LOCATION: KING COUNTY (THAT PORTION NORTH OF A STRAIGHT LINE ON 190TH STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE). FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINING FUND WAGE RATES OCCUPATION CODE G • ,a 1.60 S /HR. 1.75 S /HR. .10 S/HR. OCCUPATION DESCRIPTION 090 -0260 APPLICATION OF SEALING COMPOUND 090 -0210 CONCRETE PAVING 090 -0240 CURB AND GUTTER 090 -0230 CURING CONCRETE 090 -0220 PATCHING CONCRETE 090 -0250 SIDEWALKS GROUP 1A 090 -0015 CEMENT MASON - BUILDING GENERAL GROUP 18 090 -0010 CEMENT MASON GROUP 2 STATE RATE 18.16 18.16 18.16 18.16 18.16 18.16 17.36 090 -0350 COMPOSITION MASTIC 18.41 090 -0310 FINISH COLORED CONCRETE 18.41 090 -0075 GRINDER, HAND POWERED 18.41 090 -0370 GUNITE NOZZLEMAN 18.41 090 -0290 POWER- TOOLS (GRINDERS AND ALL OTHERS) 18.41 GROUP 2A 090 -0330 APPLICATION OF UNDERLAYMENT 090 -0280 CONCRETE SAW (SELF POWERED) CH2M HILL EFFECTIVE DATE 040987 18.11 18.11 HWY- R32320 -AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 10, 1987 OCCUPATION: CEMENT1MASONS LOCATION: KING COUNTY (THAT PORTION NORTH OF A STRAIGHT LINE 04 190TH STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE). WAGE RATES OCCUPATION CODE GROUP 2A OCCUPATION DESCRIPTION 090 °0360 EPDXY 090 -0270 PLASTIC 090 -0300 SANDBLASTING ARCHITECTUAL FINISH 090 -0320 TUNNEL WORKERS GROUP 3 STATE RATE 090 -0340 TROWEL MACHINE ON COLORED SLABS, 19.66 COMPOSITICN OR KALMAN FLOORS OTHER 090 -9091 STATE:: OVERTIME: ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK MON- THRU FRI AND ALL HOURS WORKED ON SATURDAY(EX- CEPT FOR MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED.ON SUNDAYS AND HOLIDAY SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 090 -9100 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRICAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. CH2M HILL EFFECTIVE DATE 040987 HWY- R32320-A. OCCUPATION: ELE LOCATION: CLALLA FRINGE BENEFITS'' ;,E VAI°L.I NG MINIMUM' -H 10,3,: 1 98:7°` JEFFERSON, KING AND; KI.TSAP, COUNTIES.. HEALTH AND WELFARE PENSION - LOCAL (CONST. STOCKMANI • NEBF PENSION - LOCAL TRAINING FUND WAGE RATES OCCUPATION CODE 170 -0010 "170-0030 170 -0040 OTHER 170 -9010 170 -9020 .985:S/HR.. 1.00- S /HR. 3.00 I 2.30.- S /HR. .10 i /HR. OCCUPATION DESCRIPTION• CABLE SPLICER CONSTRUCTION STOCKMAN ELECTRICIAN, WIREMAN STATE: THE FIRST 2 HOURS IN EXCESS OF S PER. DAY, MONDAY THRU FRIDAY,.ALL HOURS WORKED IN EXCESS OF 40 HRS /WK.,. AND THE FIRST 8 HRS. ON SATURDAYS, PAID -AT 1 -1/2 TIMES REGULAR RATE. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS & HOLIDAYS PAID AT. DOUBLE THE REGULAR RATE. STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL. DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRICAY AFTER THANKSGIVING DAY. AND CHRISTMAS DAY. CH2M HILL EFFECTIVE DATE 040987 STATE RATE 20.21 9.19 18.37 LOCATI"ONe: _CLAD RAYS :HARBORS ISLAND JEFjFERSON ;KINGS K'ITS,AP" ., L ,E— .W t1A: , MASON P =FIC;� tNORTH OFg,WAHKLAKUM COUNTY NORTHERNh BOUNDARY. 'EX T ENDED DO" ,.WEST TO T)HE= PAC:IF -IBC, OCEAN), -•PI,ERCE, SKAGI >T�,,4,:+ SNOHOMISH,;;THURSTON, NHA.TCO . COUNTI':ES,zt,AND YAKLMAV�COUNTY, I.THAT._ PORTION LYING WEST OF x;sTHE4 1.20T {H'MERIDIAN).z. r se7 FRINGE BENEFITS OCCUPAT ION CODE 250 - 001'0, FENCE ERECTOR ` 250 -0020 FENCE LABORER STATE;l .i RATE - - 13.0O•� 10.95 ' -, CH2M HILL EFFECTIVE DATE 040987 PAGE 19 HWY•R3231O.' OCCUPATION FLAG.GEk • LOCATION: CLALL'AMs GRAYS;' HARBOR,, ISLAND," JEFFERSOP4 KING, KITSAP,'' LEWIS,` MASON, ;PAC I`*F IC. (NORTH OF WAHKLAKUM °:COUNTY,. NORT HEW BOUNDARY EXTENDED .DUE• ,WEST,'TO"•THE PAC.IFIC:: OCEAN)',; _PIE'RCE, .SKAGIT'. SNOHOMI SH, THURSTON,` WHATCOM° COUNT IES,;.. AND, °' YAK IM'A COUNTY (THAT PORTION LYING WEST OF3 THE 120TH' MERIDIAN)." ' 3 7 E.VAit1:.ING MINI•MUM:HOURLY 'WAGE A!PR IL : 10' '19 8 7 = FRINGE BENEFITS TOTAL. HOURLY BENEFITS WAGE RATES OCCUPATION. CODE 260 •0010 FLAGGER 260 •0020 FLAGMEN OTHER 3.43 S /HR. OCCUPATION DESCRIPTION. 260 —)000 STATE: OVERTIME—ALL HOURS IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT CNE AND ONE•HALF TIMES THE REGULAR RATE OF PAY. 260 •9010 STATE : OVERTIME • ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK 'SHALL, BE PAID AT ONE AND ONE HALF TIMES THE REGULAR' RATE OF PAY. CH2M HILL EFFECTIVE DATE 040987 STATE RATE' 10.78 LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION CODE GROUP 3 OCCUPATION DESCRIPTION 350 -1390 POWDERMAN HELPER 350 -1765 STAKE HOPPER 350 -1880 TOPMAN - TAILMAN 350 -1940 TUGGER OPERATOR 350 -2030. VIBRATING SCREED (AIR, GAS OR ELECTRIC) GROUP 4 STATE RATE 15.21 15.21 15.21 15.21 15.21 350 -0050 ASPHALT RAKER 15.69 350 -0250 CEMENT DUMPER - PAVING 15.69 350 -0420 CONCRETE SAW OPERATOR 15.69 350 -0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.69 350 -0720 FALLER AND BUCKER - CHAIN SAW - 15.69 350 -0840 GRADE CHECKER AND TRANSIT MAN 15.69 350 -0950 HIGH SCALER 15.69 350 -0980 JACKHAMMER 15.69 350-1090 MANHOLE BUILDER 15.69 350 -1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN 15.69 USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST, GUNNITE, SHOTCRETE) WATER BLASTER 350 -1256 PAVEMENT BREAKER 15.69 350 -1315 PIPE RELINER (NOT INSERT TYPE) 15.69 350 -1280 PIPELAYER AND CAULKER 15.69 350 -1485 RAILROAD SPIKE PULLER (POWER) 15.69 350 -1753 SPREADER (CONCRETE) 15.69 350 -1750 SPREADER - CLARY POWER OR SIMILAR TYPES 15.69 350 -1840 TAMPER (MULTIPLE AND SELF PROPELLED) 15.69. 350 -1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.69 OPERATED TOOLS 350 -1865 TIMBERMAN - SEWER (LAGGER, SNORER, 6 CRIBBER) 15.69 350 -1905 TRACK LINER (POWER) 15.69 CH2M HILL EFFECTIVE DATE 040987 HWY- R32320 -AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 10, 1997 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINING FUND WAGE RATES OCCUPATION CODE GROUP 1 350 -2100 WINDOW CLEANER GROUP 2 1.75 t /HR. 1.55 S /HR. .13 S /HR. OCCUPATION DESCRIPTION 350 -D090 BATCH WEIGHMAN 350 -0460 CRUSHER FEEDER 350 -1260 PILOT CAR 350 -1870 TOOLROOM MAN (AT JOB SITE)' GROUP 3 350 -0080 BALLAST REGULATOR MACHINE 350 -0240 CARPENTER TENDER 350 -0270 CEMENT FINISHER TENDER 350 -0310 CHIPPER 350-0340 CHUCK TENDER 350 -0350 CLEAN -UP LABORER 350 -0390 CONCRETE FORM STRIPPER 350 -0470 CURING CONCRETE 350 -0520 DEMOLITION, WRECKING AND MOVING (INCL. CHARRED MATERIALS) 350 -0710 EPDXY TECHNICIAN 350 -0810 GABION BASKET BUILDER 350 -0820 GENERAL LABORER 350 -0860 GRINDERS 350 -1370 POT TENDER CH2M HILL EFFECTIVE DATE 040987 STATE RATE 8.46 10.78 10.78 10.78 10.78 15.21 15.21 15.21 15.21 15.21 15.21 15.21 15.21 15.21 15.21 15.21 15.21 15.21 15.21 IIHWY-R32320-AA- OCCUPATION: LAB0RERs PREVAILING MINIMUM HOURLY WAGE RATES..., APRIL 10, - 1987 PAGE 28 HWY- R32320 -AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 10, 1987 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION CODE GROUP 4 350 -2000 VIBRATOR 350 -2090 WELL -PCINT MAN GROUP 5 - 350 -0200 CAISSON WORKER 350 -1110 MINER 350 -1380 POWDERMAN 350 -1500 RE- TIMBERMAN 350 -2070 WELDER OTHER OCCUPATION DESCRIPTION 350 -9010 STATE: EFFECTIVE 12/1/84 DELETE THE CLASSIFI- CATION OF CLEANING LABORER FROM GROUP 1 AND ADO IT TO GROUP 3. 350 -9355 STATE: OVERTIME: ALL HOURS IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK, MONDAY THROUGH FRIDAY, AND ALL HOJRS WORKED ON SAT - URDAYS (EXCEPT A MAKE -UP DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HOLI- DAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE 350 -9356 OVERTIME: RATE OF PAY. A MAKE -UP DAY MAY BE WORKED ON SATURDAY AT STRAIGHT TIME IF WORK IS LOST DUE TO WEATHER CONDITIONS. WORKING FOREMAN: 50 CENTS PER HOUR ABOVE THE HIGHEST CLASSIFICATION SUPERVISED CH2M HILL EFFECTIVE DATE 040987 STATE RATE 15.69 • 15.69 16.05 16.05 16.05 16.05 16.05 HWY- R32320'A4 OCCUPATION: LAN LOCATION: KING, K FRINGE BENEFITS _ AIEIN6' MI MU 'i ei4 'CONSTRUCTION= AP,. PIERCE AND _SNOHOMISHH COUNTIES.. tc:10VI9EVe-Fi. TOTAL HOURLY LABORER TOTAL HOURLY BENEFITS - PLUMBER TOTAL HOURLY BENEFITS- EQUIPMENT OPERATOR- BENEFITS - LANDSCAPE 3.33Y` S /HR. LANDSCAPE 3.25 S /HR. - LANDSCAPE 3.95 S/HR. WAGE RATES OCCUPAT ION OCCUPATION:.,_ CODE.' DESCRIPTION-' 370 -0030 IRRIGATICN AND LANDSCAPE PLUMBERS 370 -0050 IRRIGATICN AND LANDSCAPE POWER EQUIPMENT OPERATORS 370 -0010 LANDSCAPING OR PLANTING LABORERS. CH2M HILL EFFECTIVE DATE 040987 PAGE 30 STATE RATE .10.62 11.18 8.46 HWY— R32320- AAA.•• t r pRgVAILINa MINIMUM HOURLY WAGEa „RATES::;- ;.APRIL 10, 19137 OCCUPATION: LABORERS I SEKO= &• WATER LINE CONSTRUCTION) LOCATION: CLALLA $, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINING FUND WAGE RATES OCCUPATION CODE- 360 -0010 GENERAL LABORER 360 -0020 PIPELAYER 360 -0030 TOPMAN. CH2M HILL EFFECTIVE DATE 040987 1.75 S /HR.. 1.55 S /HR. .13 S /HR. OCCUPATION DESCRIPTION PAGE 29 STATE RATE 13.80 14.28 14.14 HWY- R32320 7A OCCUPATION: MAS. , V ILING- MINIMUMHOUR LY`WAGE RAT *;_r' --T - RS�i ::HOD`. CARRIERS. AND MORTARMEN = :: • • ,1987 . LOCATION: CLALL :r�l` l4'VS` HARBOR, ISLAND, JEFFERSON, KING, KITSAP',- LEWI S, MASON: IFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN:BOUNDARY EXTENDED D.UE WEST TO THE PACIFIC OCEANI, PIERCE, SKAGIT, SNOHOMISH,' THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINING FUND WAGE RATES OCCUPATION COD E 430 -0010 HOD CARRIER 430 -0020 MASON TENDER 430 -0030 MORTARMAN OTHER CH2M HILL EFFECTIVE DATE 040987 1.75 S /HR. 1.55 S /HR. .13 S /HR. OCCUPATION DESCRIPTION STATE RATE 15.44 15.44 15.44 HWY- R3232.0 -AAr OCCUPATION: POW PREVAILING M.IK ,MUM HOURL EQUIPMENT OPERATORS • t' !kill x .. LOCATION: CLALLAM GRAYS HARBOR,:• ISLAND, JEFFERSON,- KING.,: KITSAP,: LEWISt• MASON,''P•ACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY - EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT,.. SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINING FUND WAGE RATES OCCUPATION CODE * * * * ** STATE GROUP IA 570 -5015 570 -5500 570 -5505 570 -5510 GROUP 1 1.95 S /HR. 2.00 S /HR. .26 S /HR. OCCUPATION-- DESCRIPTION WAGE RATE GROUP LISTING * *** * *• CRANE - OVERHEAD, BRIDGE TYPE 100 TONS AND OVER: CRANE 100 TONS AND OVER OR 200. FT OF BOOM INCLUDING. JIB AND OVER LOADER, 8 YARDS AND OVER SHOVELS AND ATTACHMENTS:, 6 YARDS AND OVER 570 -5515 CABLEWAYS 570 -5025 CRANE - OVERHEAD,, BRIDGE TYPE - 45 TONS THROUGH 99 TONS 570 -5520 CRANE OVER 45.TONS AND UP. TO 100 TONS -OR OVER 150 FT OF BOOM INCLUDING JIB: 570 -5535 HELICOPTER WINCH. 570 -5545 LOADER, OVERHEAD 6 YARDS UP TO 8- YARDS 570 -0770 MUCKING MACHINES, MOLE: TUNNEL DRILL AND OR SHIELD 570 -5565 QUAD 9 AND SIMILAR, 0-10 AND HD -41 570 -5540 REMOTE CCNTROL OPERATOR, ETC. 570 -5525 ROLLAGON 570 -5560 SCRAPERS, SELF - PROPELLED 45 YARDS AND OVER 570 -5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 570 -5555 SLIPFORM PAVERS CH2M HILL EFFECTIVE DATE 040987 STATE RATE 18.98 18.98 18.98 18.98 18.48 18.48 18.48 18.48 18.48 18.48 18.48 18.48 18.48 18.48 18.48 18.48 HW Y -R32f A M OCCUPATION: PL LOCATION: CLALL FRINGE BENEFI D PIPEFITTERS PERSON AND KING COUNTIES'." ! " `' • DENTAL HEALTH AND WELFARE PENSION TRAINING FUND VACATION WAGE RATES OCCUPATION_ CODE .41 t /HR. 1.35 t /HR. 2.30 S /HR. .16 t /HR.- 2.75 S /HR. OCCUPATION DESCR [PT ION 530 -0070 COMMERCIAL PUMP INSTALLERS 530 -0030 PLUMBER AND PIPEFITTER' 530 -0050 WELDERS OTHER STATE RATE 19.00 - ...•x19.00 19.00 530 -9010 STATE: OVERTIME - THE FIRST 2' HOURS IN' EXCESS OF 8 HOURS PER DAY, MONDAY THROUGH-FRIDAY', AND THE FIRST 10 HOURS ON SATURDAY, SHALL BE=- PAID AT CNE AND ONE -HALF TIMES THE' BASIC WAGE RATE PLUS ONE AND ONE -HALF TIMES THE HEALTH C WELFARE .E VACATION. DENTAL, PENSION C TRAIN- . ING FUND BENEFITS PAID AT REGULAR RATE OF PAY 530 -9011 HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, FOURTH. OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY' AND' CHR ISTMAS: » DAY (71. • ' • 530 -9020 STATE: OVERTIME ALL OTHER- OVERTIME' HOURS ' AND ALL HCURS WORKED ON- SUNDAYS AND HOLIDAYS" SHALL BE PAID AT DOUBLE THE BASIC'WAGE RATE-' PLUS- ONE ANW'ONE- HALF' TIMES THE ' HEALTH AND- WELFARE 'AND VACATION. DENTAL, PENSION AND' • TRON -ING FUND BENEFITS SHALL BE PAID AT THE - REG4L:AR- RATE OF PAY. CH2M HILL EFFECTIVE DATE 040987 HWY- R32320 -AA PREVAILING MINIMUM HOURLY WAGE RATES- APRIL.10, 1987 OCCUPATION: POWER-EQUIPMENT OPERATORS "LOCATION: CLALLAM,- GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, ' SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES ' OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE * * * * ** STATE WAGE RATE GROUP LISTING * * * * ** GROUP 2 570 -5655 SCREED MAN 18.04 570 -5660 SHOVELS, BACKHOES 3 YARDS AND UNDER 18.04 570 -5665 SUB- GRADER - TRIMMMER 18.04 570 -5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. 18.04 GROUP 3 570 -5698 A -FRAME CRANE OVER 10 TONS 17.68 570 -5735 CONCRETE PUMPS 17.68 570 -5705 CONVEYORS - 17.68 570 -5700 CRANES, UP TO 20 TONS 17.68 570 -5690 DOZERS, 0 -9 AND UNDER, YO -YO, PAY DOZER 17.68 570 -5765 EQUIPMENT SERVICE ENGINEER 17.68 570 -5720 FORK LIFTS 17.68 570 -5710 HOISTS, AIR TUGGERS, ETC. 17.68 570 -2695 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS 17.68 570 -5715 LOADERS - ELEVATING TYPE 17.68 570 -5725 MOTOR PATROL GRADER - NON- FINISHING 17.68 570 -5785 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17.68 570 -5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT 17.68 MATERIALS 570 -5745 SAWS, CONCRETE 17.68 570 -5750 SCRAPERS - CARRY ALL 17.68 570 -2815 SCRAPERS, CONCRETE 17.68 570 -5755 SPREADERS, BLAW KNOX, ETC. 17.68 570 -5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 17.68 570 -5760 TRENCHING MACHINES 17.68 GROUP 4 CH2M HILL EFFECTIVE DATE 040987 PAGE 40 HWY- R32320 -AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 10, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION * * * * ** STATE WAGE RATE GROUP LISTING * * * * ** GROUP 1 STATE RATE 570 -5530 TOWER CRANE 18.48 570 -5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE 18.48 GROUP 2 570 -5575 BUMP CUTTER 570 -5590 CHIPPER 570 -5570 CONCRETE BATCH PLANT OPERATOR 570 -5035 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS THROUGH 44 TONS 570 -5580 CRANES, 20 TONS THRU 45 TONS 570 -5595 CRUSHERS 570 -5600 DERRICK 570 -5605 DRILLING MACHINE 570 -5610 FINISHING MACHINE 570 -5585 HYDRALIFTS 570 -5630 LEAi)MAN MECHANIC - $0.30 OVER MECHANIC 570 -5615 LOADERS, OVERHEAD UNDER 6 YARDS 570 -5620 LOCOMOTIVES, ALL 570 -5625 MECHANICS, ALL 570 -5635 MIXERS, ASPHALT PLANT 570 -5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, PULLING SLOPES, DITCHES, ETC. 570 -4730 PAVE OR CURB EXTRUDER (ASPHALT AND CONCRETE) 570 -5650 PILEDRIVER 570 -2975 PILEDRIVER (SKID TYPE) 570 -5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM ATTACHMENT 570 -2565 ROTO -MILL PAVEMENT PROFILER 570 -5675 SCRAPERS, SELF-PROPELLED UNDER. 45 YARDS CH2M HILL EFFECTIVE DATE 040987 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 HWY- R32320 -AAA PREVAILI WWI N(MUI HOWL* WAGW RUi•ES0 '14PRIL 10, 1987. tOCCUPATION: POWER aEQIJ1PMENT OPERATORS ' '' LOCATION: CLALLAM GRAYS• HARBOR,' ISLAND,.' JEFFERSON, •KING, KITSAP, LEWIS, MASON, PACIFIC I NORTH OF' WAHKI AKUM : COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANIA PIERCE, SKAGIT, ' SNOHOMISH, THURSTON AND WHAT COW COUNTIES. WAGE RATES OCCUPATION CODE OCCUPATION , • DESCRIPTION * * * * ** FEDERAL WAGE RATE GROUP LISTINGS * * * * ** GROUP 2 570 -5521 CRANE OVER 45 TONS AND UP TO 100 -TONS OR OVER 150 FT OF BOOM INCLUDING JIBS 570 -5536 HELICOPTER WINCH 570 -5546 LOADER. OVERHEAD 6 YARDS UP TO 8 YARDS 570 -5566 QUAD 9 AND SIMILAR, D- 10:AND HD -41 570 -5541 REMOTE CONTROL OPERATOR, ETC. 570 -5526 ROLLAGON 570 -5561 SCRAPERS. SELF- PROPELLEDE•45 YARDS AND OVER 570 -5551 SHOVELS, BACKHOES OVER 3 YARDS TO- 6= YARDS 570 -5556 SLIPF URM PAVERS 570 -5531 TOWER CRANE GROUP 3 570 -5576 BUMP CUTTER 570 -5591 CHIPPER 570 -5571 CONCRETE BATCH PLANT OPERATOR 570 -5581 CRANES. 20 TONS THRU 45. TONS 570 -5596 CRUSHERS 5.70-5601 DERRICK 570 -5606 DRILLING MACHINE 570 -5611 FINISHING MACHINE 570 -5586 HYDRALIFTS 570 -5616 LOADERS, OVERHEAD UNDER 6 YARDS 570 -5626 MECHANICS, ALL 570 -5636 MIXERS, ASPHALT PLANT 570 -5641 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, PULLING. SLOPES. DITCHES, ETC. 570 -5651 PILEDRIVER CH2M HILL EFFECTIVE DATE 040987 PAGE 42 STATE RATE HWY- R3Z320tAA •.4 PREVAIL.ING4MIN•IMUI4 HOURLYWAGE ,RATES OAPRIL OCCUPATION:• POW }� .: -� IPMENT OPERATORS si LOCATION: CLALL. N RAYS HARBOR, ISLAND, JEFFERSON ; - .KING• :- KITSAP,<•LEWIS,: T_ . MASO{P'AC.LFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED:: DUE . WEST TO THE .PACIFIC OCEAN), PIERCE,. SKAGI T, :? SNOHOMISH, THURSTON •AND.WHATCOI4.000NTIES.. . WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION, * * * * ** STATE WAGE RATE GROUP LISTING * * * * ** GROUP 4 570 -5697 A -FRAME CRANE, 10 TONS AND UNDER;; 570 -57 -95 ASSISTANT ENGINEERS. 570 -2575 BOBCAT 570 -5685 BROOMS 570 -5820 COMPRESSORS 570 -5830 GRADECHECKER AND STAKEMAN,»:. 570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER 570 -5790 OIL DISTRIBUTORS, BLOWERS, ETC. 570 -5800 PAVEMENT BREAKER 570-4735 PERMANENT SHAFT -TYPE ELEVATOR 570 -5805 POSTHOLE DIGGER, MECHANICAL 570 -5810 POWER PLANT 570 -4745 PROBE TENDER (ROTO -MILL) 570 -5825 PUMPS, WATER 570 -5783 ROLLER, CTHER THAN PLANT ROAD MIX 570 -5815 WHEEL TRACTORS, FARMALL TYPE * * * * ** FEDERAL WAGE RATE GROUP LISTING * * * * ** GROUP 1 570 -5501 CRANE 100 TONS AND OVER OR 200 FT. OF BOOM INCLUDING JIB AND OVER 570 -5506 LOADER, 8 YARDS AND OVER 570 -5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER GROUP 2 570 -5516 CABLEWAYS CH2M HILL EFFECTIVE DATE 040987 PAGE 41 STATE RATE 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 15.58 WM MM. mai. am HWY-R32320 -AA- PREVAILING MINIMUM HOURLY WAGS. RATES, .: APRIL 10, 1987 OCCUPATION: POWER' ;;^EQUIPMENT OPERATORS , LOCATION: CLALLAM4 GRAYS HARBOR, -- ISLAND, JEFFERSON,. KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM- COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST, TO THE PACIFIC. OCEAN), PIERCE, SKAGIT, • ' SNOHOMISH, THURSTON AND WHATCOMACOUNTIES. - WAGE RATES OCCUPATION OCCUPATION STATE CODE. DESCRIPTION RATE * * * * ** FEDERAL WAGE RATE GROUP LISTING ** * * ** GROUP 4 ' 570 -5761 TRENCHING MACHINES . GROUP 5 I570 -5796 ASSISTANT ENGINEERS -- 570 -5821 COMPRESSORS -- PAGE 44 _ HWY- R32320 -AA PREVAILING'MINIMUM HOURLY WAGE RATES- APRIL 10, 1987 OCCUPATION: POWER--EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION C ODE OCCUPATION DESCRIPTION * * * * ** FEDERAL WAGE RATE GROUP LISTING * * * * ** GROUP 3 570 -5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM - ATTACHMENT 570 -5676 SCRAPERS, SELF- PROPELLED UNDER 45 YARDS 570 -5656 SCREED MAN 570-5661 SHUVELS, BACKHOES 3 YARDS AND UNDER 570 -5666 SUB- GRADER - TRIMMER 570 -5681 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. 570 -5671 TRACTORS, BACKHOE GROUP 4 570 -5696 A -FRAME CRANE 570 -5686 BROOMS 570-5736 CONCRETE PUMPS 570 -5706 CONVEYORS 570 -5701 CRANES, UP TO 20 TONS 570 -5691 DOZERS, 0 -9 AND UNDER, YO •Y0, PAY DOZER 570 -5771 DRIVER CN TRUCK CRANES OVER 45 TONS 570 -5766 EQUIPMENT SERVICE ENGINEER 570 -5721 FORK LIFTS 570 -5711 HOISTS, AIR TUGGERS, ETC. 570 -5716 LOADERS - ELEVATING TYPE 570 -5726 MOTOR PATROL GRADER - NON- FINISHING 570 -5731 MUCKING MACHINE, ETC. 570 -5741 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT MATERIALS 570 -5746 SAWS, CONCRETE' 570 -5751 SCRAPERS - CARRY ALL 570 -5756 SPREADERS, BLAW KNOX, ETC. _570 -5776 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. CH2M HILL EFFECTIVE DATE 040987 STATE RATE MIN MB, HWY- R32320-AA- - :PREVAILING - .MINIMUM HOURLY WAGE:. RATES. APRIL 10, 1987 -OCCUPATION: POWEi=EQUIPMENT OPERATORS "LOCATION: CLALLAMsGRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM•COUNTIES. WAGE RATES OCCUPATION CODE OCCUPATION - DESCRIPTION * * * * ** FEDERAL WAGE RATE GROUP LISTING ** * * ** GROUP 4 570 -5761 TRENCHING MACHINES GROUP 5 570 -5796 ASSISTANT ENGINEERS 570 -5821 COMPRESSORS 570 -5791 OIL DISTRIBUTORS, BLOWERS, ETC. 570 -5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 570 -5801 PAVEMENT BREAKER 570 -5806 POSTHOLE DIGGER, MECHANICAL 570 -5811 POWER PLANT 570 -5826 PUMPS, WATER 570 -5781 ROLLER, OTHER THAN PLANT ROAD MIX 570 -5816 WHEEL TRACTORS, FARMALL TYPE GROUP 6 570 -5831 GRADECHECKER AND STAKEMAN OTHER 570 -9574 STATE - OVERTIME: ALL WORK PERFORMED IN EXCESS OF 8 HRS PER DAY OR 40 HRS PER WEEK, MONDAY THROUGH FRIDAY, AND ALL WORK PERFORMED ON SATURDAYS, (EXCEPT WHEN WORKED AS A MAKE -UP DAY), SHALL BE PAID 1 &1/2 TIMES THE REGULAR RATE OF PAY. ALL WORK ON SUNDAYS & HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. CH2M HILL EFFECTIVE DATE 040987 PAGE 44 _ STATE RATE HWY- R32320 -AAc PREVA IL: INGG MINTMUMIFIER G'S.K'kitEy . APRIL :: 10x; 198 := ;'.- OCCUPATION: POW EEQU I PMENT OPERATORS ., _.. ;.;; LOCATION: CLALLAMi GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACI.FIC (NORTH OF WAHKIAKUM: COUNTY NORTHERN BOUNJARY7 • EXTENDED°` DUE. WEST TOI. THE• PAC IF IC . OCEAN) , PIERCE, SKAGIT� SNOHOMISH, THURSTONE AND', WHATCOM,, COUNTIES.= -. OTHER 570 -9590 STATE-HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, . FOURTH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). CHZM HILL EFFECTIVE DATE 040987 PAGE 45 ' HWY- R32320 -AA PREVAILING' MINIMUM- HOURLY WAGE- RATES` . APRIL 10, 1987 OCCUPATION: POWER EQU I PMENT OPERATORS (SEWER:& WATER CONSTRUCTION) LOCATION: CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHATCOMMAND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINING FUND WAGE RATES OCCUPATION CODE GROUP 1. 1.95 S /HR. 2.00 t /HR. .26 S /HR. OCCUPATION DESCRIPTION 580 -0040 BACK FILLER 580 -0030 BACKHOE (780 CASE TYPE AND LARGER WITH ATTACHMENTS) 580 -0100 CLAM 580 -0120 CRANE 580 -0130 DITCHING MACHINE 580 -0150 DOZER (ALL CAT, TYPE 0 -3 AND LARGER) 580 -0160 DRAGLINE 580 -0190 FRONT -END LOADER (2YDS. AND OVER) 580 -0210 MECHANIC 580 -0220 MECHANIC WELDER 580 -0240 MOTOR GRADER 580 -0310 SCREED 580 -0330 SHOVEL (3 YDS. AND UNDER) 580 -0350 SIDE BOOM (ALL CAT, TYPE 0 -3 AND LARGER) GROUP 2 STATE RATE 16.92 16.92 16.92 16.92 16.92 16.92 16.92 16.92 16.92 16.92 16.92 16.92 16.92 16.92 580 -0020 BACKHOE (680 CASE TYPE AND SMALLER WITH 16.425 ATTACHMENTS) 580 -0050 BENDING MACHINE 16.425 580 -0060 BOOM TRUCK (STATIONARY) 16.425 580 -0070 BORING MACHINE 16.425 580 -0090 COMPACTORS 16.425 580 -0140 DOZER (ANY TYPE SMALLER THAN CAT 0 -3) 16.425 580 -0170 DRILLS (LEROI TYPE) 16.425 CH2M HILL EFFECTIVE DATE 040987 PAGE 46 HWY- R32320 -AA • PR EVA IL I NG:i NI,MUht: HOW! LT..NAGE R4TEst PRIL 10,.. 1987: OCCUPATION: POWER .EOU I PMENT OPERATORS (SEWER: &' 'WATER CONSTRUCTION):.- LOCATION:. CHELANv CLALLAM, DOUGLAS, GRAYS HARBOR,- ISLAND,: JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND,YAKIMA.COUNTIES..- WAGE RATES OCCUPATION CODE - GROUP 2 OCCUPATION • DESCRIPTION 580 -0180 FRONT -END LOADER. (UNDER 2 YD.) 580 -0200 GIN TRUCK 580 -0230 MECHANICAL GREASER (LARGE GREASE TRUCK) 580-0210 PAVING MACHINES 580 -0280 POT FIREMAN (ENGINE OPERATED ABOVE 3 BBL.) 580 -0300 ROLLERS 580 -3320 SERVICE PLOW 580-3340 SIDE BOOM (ANY TYPE SMALLER THAN CAT D -3) 580 -0360 TRACTAIR 580 -3380 WELL POINT SYSTEM GROUP 3 580 -0010 AIR COMPRESSOR 580 -0080 CHAIN TYPE DITCHER (DITCH WITCH) 580 -0110 CONCRETE SAW 580 -0260 OIL - GREASER 580 -0250 OILER 580 -0290 PUMP 580 -0370 WELDING MACHINE OTHER 580 -0000 STATE: HOLIDAYS -NEW YEAR'S DAY, MEMORIAL DAY, FOURTH OF JULY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. CH2M HILL EFFECTIVE DATE 040987 STATE RATE 16.425. 16.425 16.425 16.425 16.425 16.425 16.425 16.42.5 16.425 16.425 14.46 14.46 14.46 14.46 14.46 14.46 14.46 IHWY- R32320 AA :PREVAILING MINIMUM- rHOURLY'WAGE' RATESf: APRIL 10, 1987` OCCUPATION: POWER -ESUIPMENT OPERATORS SEWER &' WATER CONSTRUCTION) IILOCATION: CHELANI.CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCEi SKAGIT, ' SNOHOMISH, THURSTON, WHATCOMAND YAKIMA COUNTIES. OTHER 580-9910 STATE: OVERTIME -ALL WORK PERFORMED IN EXCESS OF 8 HOURS OER DAY OR 40 HOURS PER WEEK AND ALL WORK PERFORMED ON SATURDAYS (EXCEPT MAKE- UP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE REGULAR RATE OF PAY. ALL WORK PERFORMED ON HOLIDAYS SHALL SE PAID AT DOUBLE THE REGULAR RATE OF PAY. CH2M HILL EFFECTIVE DATE 040987 PAGE 48 11Y- R32320 -AA PREVAILING MINIMUM HOURLY WAGE. RATES= APRIL 10. 1987 CCUPATION: SURVEYORS:- OCATION: CLALLAM , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITS AP. ERCE, SKAGIT, SNOHOMISH, THURSTON AND MASON, PACIFIC, PI COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF 1.00- S/HR. TOTAL HOURLY BENEFIT - INS TRUMENT .70 S/HR. PERSON TOTAL HOURLY BENEFIT - CHAIN PERSON WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION 720 -0010 CHAIN PERSON 720 -0040 INSTRUMENT PERSON (JUNIOR ENGINEER) OTHER ?20 -9010 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. CH2M HILL EFFECTIVE DATE 040987 PAGE 60 LEWIS, WHATCOM STATE RATE 8.25 10.00 HWY- R323Z0 -A%- OCCUPATION: TEAR LOCATION: CLALLAM 'GRAYS: HARBOR,' ISLAND,- JEFFERSON KING,: KITSAP V- LEWTS, MASON r..PAC'.IFIC (NORTH OF THE WAHKIAKUP4 COUNTY NORTHERN: BOUNDARY EXTENDED` DUE WEST TO THE -: PACIFIC, OCEAN) , PIERCE,_. SKAGIT,'' .: SNOHOMISH, THURSTON,• AND-' WHATCOM° COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION WAGE RATES OCCUPATION CCDE `1.89 S /HR. 1.82 S /HR. OCCUPATION DESCRIPTION STATE RATE 730 -0010 A -FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.89 EQUIPMENT WHEN A -FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730 -0080 BUGGYMOBILE AND SIMILAR.: 17.58 730 -0100 BULK CEMENT TANKER 17.74 730 -0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17.76 LOADING OR UNLOADING TRUCKS, TRANSPORTING. MATERIALS CN JOB SITES:OTHER•THAN WAREHOUSING 730 -0110 BULL LIFTS, OR SIMILAR" EQUIPMENT USED IN • 17.41 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING - 730 -0140 BUS OR EMPLOYEE HAUL 17.41 730 -0145 CHECKERS 17.31 730 -3200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO - 17.31 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID,. TWO AND FOUR- WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK' IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, ENV AND BOTTOM DUMP, INCLUDING SEMI- TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS CH2M HILL EFFECTIVE DATE 040987 HWY- R3232.0 -AA p PREVAILING MINIMUM HOURLY WAGE: RATE = j "AP.RIL 1d, 1.98T- OCCUPATION: TEAM S'G LOCATION: CLALLAI GRAYS HARBOR, ISLAND, JEFFERSON} KING,- KITSAP,; LEWI S, MASON•, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN} BOUNDARY EXTENDEDP DUE WEST TO THE PACIFIC OCEAN), PIERCE,.:: SKAGIT,; SNOHOMISH, THURSTON,-AND WHATCOM COUNTIES. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION STATE RATE 730 -0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.53- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA.COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO ANO FOUR - WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP LOADED EQUIPMENT TRANSPORTING. MATERIAL AND PERFORMING WORK, IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIDE, END AND-BOTTOM DUMP,- INCLUDING SEMI - TRUCKS AND TRAINS OR COMBINATIONS - THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS: 730-0250. DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO - 18.07 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT 0W- SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE. ATHEY WAGON, EUCLID, TWO AND FOUR- WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI- TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS. 730 -0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO - 17.91 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW% SERIES, TERRA; COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR- WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT. TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI- TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS CH2M HILL EFFECTIVE DATE 040987 HWY— R323204 OCCUPATION: TEA V *I,L.I:NG1I $LMIMTi.. JRt b & 404-19,1k . LOCATION: CLAL°4: RAYS HARBOR *; ISLAND,.: JEFFERSON,...KINGIR:KI TSAP, . LEWI_S,: MASON -i C-1 FIC (NORTH OF THE WAHKIAKUM, COUNTS NORTHERN-:: BOUNDARY EXTENDED DUE. WEST TO:: THE PACIFIC: OCEAN)., PIERCE, SKAGLT -, v, SNOHOMISH, THURSTON,. AND WHATCOM COUNT WAGE RATES OCCUPAT ION C ODE. OCCUPATION DESCR (PT ION 730 -0230 DUMPSTERS, AND SIMILAR, EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, ,CAT OW. SERIES, -: TERRA COBRA„ LETOURNEAU, WESTINGHOUSE. ATHEY WAGON, EUCLID, TWO AND FOUR - WHEELED . POWER TRACTOR WTH TRAILER, AND SIMILAM- .TOP :. LOADED EQUIPMENT` TRANSPORTING MATERIAL;..AND:.:.- . PERFORMING WORK_. IN TEAMSTER JURISDICTION :DUMP TRUCKS, SIDE, ENO AND. BOTTOM DUMP, INCLUDING SEMI — TRUCKS AND= TRAINS 0R COMBINA;TIONSa :." THEREOF:CVER 16 YARDS TO AND INCL. 20 YARDS 730 -0220 OUMPSTERS, AND SIMILAR EQUIPMENT:.TCURNO.— 17.69 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA- COBRA,. LETOURNEAU,,- WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR — WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP LOADED EQUIPMENT TRANSPORTING MATERIAL_ AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI— TRUCKS AND. TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL.. 16- YARDS- 730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO 18.23 ROCKERS, TOURNOWAGON, TOURNOTRAILER,. CAT OW SERIES,. TERRA COBRA, LETOURNEAU, WESTINGHOUSE. - ATHEY WAGON, EUCLID, TWO AND FOUR — WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP LOADED1 EQUIPMENT: TRANSPORTING MATERIAL. AND - PERFORMING WORK IN TEAMSTER. JURISDICTION:DUMP• TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING, . SEMI—TRUCKS AND TRAINS OR COMBINATIONS, THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS 730 -0400 ESCORT DRIVER 12.25 730 -0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.63 EQUIPMENT 730 -0460 FLAHERTY SPREADER 17.74 STATE.. RATE 17.74 CH2M HILL EFFECTIVE DATE 040987 • HWY-R32326=-AAPLV-' -7!!, OCCUPATION: TEA6i's LOCATION CLALLA RAYS HARBOR, ISLAND, JEFFERSON, KIN6,' KITSAF0,=LEWIS, MASON,4ie1FIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDEIDUE WEST TO THE PACIFIC GLEAM, PIERCEv'SKAGIT. SNOHOMISH, THURSTON, AND WHATCONCOUNTIES. ' . VA filitidf. rzittiaiwittiulteWit iitift4040.1.t IL: WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION STATE'- RATE 730-0500' FLATBED TRUCK, DUAL REAR-AXLE' --. 17.52' 730-0490 FLATBED TRUCK, SINGLE REAR 15.50 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY- ' 17.41 SERVICE MAN. AND/OR TIRE SERVICE' MAN 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE" 17.58 AGGREGATES) 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND',', BATCH PLANTS ' • 730-0730 LOWBED AND HEAVY' DUTY' TRAILER: ' OVER 100- 18.07 • TONS GROSS 730-0710" LOWBED AND HEAVY DUTY TRAILER: UNDER 50' 17.63. TONS GROSS , 730-0720 LOWBED AND HEAVY DUTY' TRAILER1 5OE TONS_, 17.91 GROSS TO AND INCLUDING 100 TONS GROSS' 730-0800 MECHANIC 17.75 730-0810 MECHANIC HELPER' 17.16 17.74 730-1010 PICK-UP TRUCK 15.50 730-0910 OIL DISTRIBUTOR DRIVER. (ROAD) 730-1020 PILOT CAR 12.25 730-1100 SCISSORS TRUCK 17.41 730-1140 SLURRY TRUCK DRIVER' ‚ 730-1160 SNO-GO ANUSIMILAR'EQUIPMENT-' "-:, 17.63 730-1190 STRADDLE CARRIER (ROSS, HYSTER-AND'SIMELAR)-- 17.58 730-1200 SWAMPER 17.31 730-1300 TEAM DRIVER'' • • . 17.36 730-1350 TRACTOR, SMALL RUBBER-TIRED: (WHEN USED WITHIN • 17.41 TEAMSTER JURISDICTION)' 730-1435 TRANSIT MIX, OVEV10 YDS. TO AND INCLUDING 12 YDS. 730-1425 TRANSIT MIX, OVEW8 YDS. TO AND INCLUDING 10 YDS.. 730-1415 TRANSIT MIX, OVER 6 YDS. TO AND INCLUDING 8 YDS. CH2M HILL EFFECTIVE DATE 040987 HW Y— R32320 -AA1 µ EVA EL MO Mg1NINOWNOURC*WAOIr 010.SWOTAIPOILF 104if , 19-#M4' ` OCCUPATION: TEA LOCAT ION: CLALL ' x> GRAYS HARBOR,, ISLAND, JEFFERSON'r' KI NG, KITSAPr'= Lewis - MASON,- P?i iFIC (NORTH. OF THE WAHKIAKUM COUNTY NORTHERN' BOUNDARY EXTENDED` DUE WEST TO THE PACIFIC' OCEAN), PIERCE,, SKAGLT, ` a SNOHOMISH, THURSTONr AND WHATCOM COUNTIES. WAGE RATES' OCCUPATION CODE 730-1405 730 -1447 730 -1445 730 -1451 730 -1540 730 -1530 730 -1520 730 -1510 730 -1570 730 -1560 730 -1550 730 -1501 730 -1500 730 -1750 730 -1810 730 -2015 730 -2000 730-2010 • 730 -2210 730 -2200 OCCUPAT ION: `•• DE SCRIPTION1 TRANSIT MIX, OVER 4 YDS. TO AND INCLUDING 6 YDS. TRANSIT MIX, OVER 16 YDS. TO AND INCLUDING 20 YDS. TRANSIT MIX', ' OVER 12 YDS'.. TO AND INCLUDING= 16, YDS TRANSIT MIXERS AND TRUCKS HAULING CONCRET OVER 20 YDS. TRAVSIT —MIX USED EXCLUSIVELY IN'HEAVY , CONSTR.:OVER 10 YDS. TO. AND: INCL. 12 YDS.. TRANSIT —MIX USED EXCLUSIVELY IN,HEAVY4' CONSTR.:OVER 8 YDS. TO AND INCL.- 10 YDS. TRANSIT —MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 6 YDS. T0• AND INCL. 8 YDS. TRANSIT—MIX-USED EXCLUSIVELY IN HEAVY' CONSTR. (OVER 4 YDS.. TO AND INCL. 6 YDS.) TRANSIT —MIX USED EXCLUSIVELY. IN HEAVY CONSTR.:OVER 20 YDS. TRANSIT -MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 16 YDS. TO AND INCL. 20 YDS. TRANSIT —MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 12 YDS. TO AND INCL. 16 YDS. TRANSIT —MIX, USED EXCLUSIVELY IN HEAVY CONSTR. — 0 YDS. TO AND INCL. 4 1/2 YDS. TRANSIT —MIX, 0 TO AND INCLUDING 4.5 YDS. VACUUM TRUCK WAREHOUSEMAN AND CHECKERS WATER WAGON AND TANK TRUCK: WATER WAGON AND TANK TRUCK: GALLONS WATER WAGON AND TANK TRUCK: TO 3000 GALLONS WINCH TRUCK: DUAL REAR AXLE WINCH TRUCK: SINGLE REAR AXLE OVER 3000 GALLONS UP TO 1600 STATE RATE MEM, MID 18.28 18.11 17.95 17.79 18.76 18.60 18.44 17.62 17.41 17.31 17.74 17.41 1600 GALLONS 17.58 CH2M HILL EFFECTIVE DATE 040987 17.63 17.41 HWY-R3Z3ZOi.A OCCUPATION: TE LOCATION: CLALL .: = Oi_..RAY'S HARBOR= ISLAND,} JEFFERSON, KI NG;s KLT&AP. aEii tS. ; MASON, LFIC-.INORTH OF THE.:: WANKIAKUM COUNTY NORTHERN!! BOUNDARY EXTENDED DUE WEST -.TOE:THEj PACIFIC OCEANIA, PIERCE,::, SKAGI1`o4 SNOHOM I SH, THURSTON,i AND: WHATCON COUNTIES. ; F ; :: WAGE RATES OCCUPAT ION CODE OCCUPATION -' DESCRIPTION 730 -2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT OTHER 730 -9735 STATE: FOR OCCUPATION 730 -0260 IN GROUP! 17 :..; ADO •15 t /HR.i FOR. EACH;: 1G: YARD: INCREMENT OVER 'a . 55 YARDS ... 730 -9736 STATE: OVERTIME -ALL HOURS WORKED IN EXCESS OFT`.; 8 HRS./DAY OR 40 HRS./WEEK, MONDAY.THRU FRIDAY, ANO ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKE -UP DAYS/ PAID AT :1 1/2{ TIMES THE. REGULAR RATE. ALL HOURS WORKED -ON SUNDAYS AND - HOL IDAYS PAID AT DOUBLE.; THEN REGULAR RATE. 730 -9740 STATE: HOLIDAYS NEW YEARS- DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, FRIDAY' AFTER THANKSGIVING DAY AND CHRISTMAS DAY. STATE RATE 17.41: CH2M HILL EFFECTIVE DATE 040987 HWY743212167AAAS.: OCCUPATION: TRE LOCATION: STATE tiEVAIL ING AIN mutc finiiur-itAGE RATES.AcikiLAO:. 1987. MHERS — 11EXCEPT FRINGE BENEFITS APPRENTICESHIP HEALTH AND WELFARE PENSION — NATIONAL PENSION — ALL OTHERS PENSION --TREE TRIMMER WAGE RATES OCCUPATION CODE 825-0030 825-0020 OTHER 825-9500 825-9501 CHIPPERMAN TREE TRIMMER MASON COUNTY/ .50 X 1.25 $/HR. 3.00 X 1.30 $/HR. 2.00 $/HR. OCCUPATION DESCRIPTION STATE: OVERTIME — ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK, MON- DAY THROUGH FRIDAY, AND ALL HOURS WORKED ON , SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. STATE: HOLIDAYS — NEW YEAR'S DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. CH2M HILL EFFECTIVE DATE 040987 STATE RATE 12.28 15.35 PART 2 CONTRACT FORMS ' TUKWILA NO. HILL RESERVOIR S18896B-CVOS PHASE 1 EXCAVATION CONTRACT No. THIS AGREEMENT, made and entered into this day of 19...., by and between the City of Tukwila, Washington, hereinafter called the Owner, and . hereinafter called the Contractor, ' WITNESSETH: ' That in consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties hereto covenant and agree as follows: ' I. The Contractor shall do all work and furnish all tools, materials, and equipment ors.- THE NORTH HILL RESERVOIR AND PUMP STATION PHASE 1 EXCAVATION ' in accordance with and as described in the attached Drawings and Specifications and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Contract time shall commence within 10 calendar days after execution of the contract or sooner, if agreed to by Owner and Contractor and so designated in the Notice to Proceed.. ' The work under this Contract shall be completed within 150 calendar . days after the date on the Notice to Proceed. ' If said work under this Contract is not completed by the date specified, the Contractor agrees to pay as liquidated damages to the ' Owner the sum of FIVE HUNDRED DOLLARS ($500) for every calendar day said work remains uncompleted after the expiration of the Contract time for costs of engineering inspection, supervision, plus legal expenses and court costs incurred beyond the Contract time. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for ' construction and completing the work provided for in this Contract and every part thereof. ' II. The City of Tukwila hereby promises and agrees with the Contractor to retain, and does retain the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached ' Drawings and Specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the ' S18896.B1 DECEMBER 1986 1 CONTRACT. TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Tukwila by reason of entering into this Contract, except as expressly provided herein. IN WITNESS WHEREOF, THREE (3) identical counterparts of this WITNESS (if Individual or Partnership) S18896.B1 DECEMBER 1986 CONTRACT 2 ' TUKWILA NO. HILL RESERVOIR S18896B -CVOs PHASE 1 EXCAVATION then this obligation shall be void; otherwise it shall remain in full force and effect. IS18896.B1 DECEMBER 1986 1 PERFORMANCE & PAYMENT BOND. TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION PROVIDED, HOWEVER: That the conditions of this obligation shall not apply to any money loaned or advanced to the CONTRACTOR or to any subcontractor or other person in the performance of any such work. The SURETY for the value received, hereby waives notice of any extension of time, alteration, or addition or forebearance as to the terms of the Contract made or extended by Owner or Contractor. Signed and sealed this day of , 19 (SEAL) CONTRACTOR SURETY By Attorney -In -Fact Approved as to Form: , 19 OWNER By S18896.B1. DECEMBER 1986 PERFORMANCE & PAYMENT BOND 2 PART 3 CONDITIONS OF THE CONTRACT Article DEFINITIONS GENERAL CONDITIONS CONTENTS Page 1. AS APPROVED 2. AS SHOWN, AND AS INDICATED 3. BIDDER 4. CONTRACT DOCUMENTS 5. CONTRACTOR 6. CONTRACT COMPLETION 7. DAYS 8. DRAWINGS 9. ENGINEER 10. NOTICE 11. OR EQUAL 12. OWNER 13. PLANS 14. SPECIFICATIONS 15. NOTICE TO PROCEED 16. SUBSTANTIAL COMPLETION 17: WORK CONTRACT DOCUMENTS 18. INTENT OF CONTRACT DOCUMENTS 19. DISCREPANCIES AND OMISSIONS 20. CHANGES IN THE WORK 21. EXAMINATION AND VERIFICATION OF CONTRACT DOCUMENTS 22. DOCUMENTS TO BE KEPT ON THE JOBSITE 23. ADDITIONAL CONTRACT DOCUMENTS 24. OWNERSHIP OF CONTRACT DOCUMENTS THE ENGINEER 25. AUTHORITY OF THE ENGINEER 26. DUTIES AND RESPONSIBILITIES OF THE ENGINEER 27. LIMITATIONS ON ENGINEER'S RESPONSIBILITIES 28. REJECTED WORK 29. LINES AND GRADES 30. SUBMITTALS 31. DETAIL DRAWINGS AND INSTRUCTIONS GENERAL CONDITIONS Article Page 1 THE CONTRACTOR AND HIS EMPLOYEES 7 1 32. CONTRACTOR, AN INDEPENDENT 1 AGENT 7 1 33. SUBCONTRACTING 7 1 34. INSURANCE AND LIABILITY 7 1 A. GENERAL 7 1 B. CONTRACTOR AND SUB - 1 CONTRACTOR INSURANCE 8 1 C. COMPENSATION AND EMPLOYER'S 1 LIABILITY INSURANCE 8 1 D. GENERAL LIABILITY INSURANCE 2 (INCLUDING AUTOMOBILE) 8 2 E. BUILDERS RISK ALL RISK 2 INSURANCE 8 2 F. NO PERSONAL LIABILITY OF 2 PUBLIC OFFICIALS 9 2 35. INDEMNITY 9 2 36. TAXES AND CHARGES 9 37. REQUIREMENTS OF STATE LAW FOR 3 PUBLIC WORKS PROJECTS 9 38. CODES, ORDINANCES, . PERMITS, AND 3 LICENSES 9 3 39. SUPERINTENDENCE 10 3 40. RECEPTION OF ENGINEER'S COMMUNICATIONS 10 4 41. SAFETY 10 42. PROTECTION OF WORK AND 4 PROPERTY 11 4 43. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY. 11 4 44. MATERIALS AND APPLIANCES 11 45. CONTRACTORS' AND MANUFACTURERS' 4 COMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER 4 CODE REQUIREMENTS 11 46. SUBSTITUTION OF MATERIALS 12 4 47. TESTS, SAMPLES, AND OBSERVATIONS 12 5 48. ROYALTIES AND PATENTS 12 5 49. CONTRACTOR'S RICHT TO 6 TERMINATE CONTRACT 12 6 50. CORRECTION OF DEFECTIVE WORK DURING WARRANTY PERIOD 13 7 MAY 1986 Article Page PROGRESS OF THE WORK 13 51. BEGINNING OF THE WORK 13 52. SCHEDULES AND PROGRESS REPORTS 13 53. PROSECUTION OF THE WORK 14 54. OWNER'S RICHT TO RETAIN IMPERFECT WORK 14 55. OWNER'S RIGHT TO DO WORK 14 56. OWNER'S RICHT TO TRANSFER EMPLOYMENT 14 57. DELAYS AND EXTENSION OF TIME 15 58. DIFFERING SITE CONDITIONS 16 59. LIQUIDATED DAMAGES 16 60. OTHER CONTRACTS 16 61. USE_OF PREMISES 17 62. SUBSTANTIAL COMPLETION DATE 17 63. PERFORMANCE TESTING 17 64. OWNER'S USE OF PORTIONS OF THE WORK 17 65. CUTTING AND PATCHING 17 66. CLEANING UP 17 Article PAYMENT Page 17 67. PAYMENT FOR CHANGE ORDERS 17 A. UNIT PRICES 18 B. LUMP SUM 18 C. COST REIMBURSEMENT WORK 18 68. PARTIAL PAYMENTS 19 A. GENERAL 19 B. ESTIMATE 20 C. DEDUCTION FROM ESTIMATE 20 D. QUALIFICATION FOR PARTIAL PAYMENT FOR MATERIALS DELIVERED 21 E. PAYMENT 21 69. CLAIMS FOR EXTRA WORK 21 70. NOTICE OF CLAIM FOR DELAY 22 71. RELEASE OF LIENS OR CLAIMS 22 72. FINAL PAYMENT 22 73. NO WAIVER OF RIGHTS 22 74. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE 22 MAY 1986 ii GENERAL CONDITIONS GENERAL CONDITIONS This section of the Contract Documents is preprinted. Any modifications to the following Articles required for this project are made in the Supplementary Conditions. DEFINITIONS Wherever in the Contract Documents the following terms are used, the intent and meaning shall be interpreted as follows: 1. AS APPROVED The words "as approved ", unless otherwise qualified, shall be understood to be followed by the words "by -the. Engineer ^for confoimance wich`Lhe Contract Document ". 2. AS SHOWN, AND AS INDICATED The words "as shown" and "as indicated" shall be understood to be followed by the words "on the Drawings ". 3. BIDDER The person or persons, partnership, firm, or corporation submitting a Proposal for the work contemplated. 4. CONTRACT DOCUMENTS The "Contract Documents" consist of the Bidding Requirements, Contract Forms, Conditions of the Contract, Specifications, Drawings, all modifications thereof incorporated into the Documents before their execution, Change Orders, and all other requirements incorporated by specific reference thereto. These form the Contract. S. CONTRACTOR The person or persons, partnership, firm, or corporation who enters into the Contract awarded him by the Owner. 6. CONTRACT COMPLETION The "Contract Completion" is the date the Owner accepts the entire work as being in compliance with the Contract Documents, or formally waives nonconforming work to the extent of nonconformity, and issues the final payment in accordance with the requirements set forth in Article, "Final Payment" of these General Conditions. 7. DAYS Unless otherwise specifically stated, .the term "days" will =be.._understood to mean calendar days; - Business day or working day means any day other than Saturday, Sunday, or legal holiday. 8. DRAWINGS The term "Drawings" refers to the official Drawings, profiles, cross sections, elevations, details, and other working drawings and supplementary drawings, or reproductions thereof, signed by the Engineer, which show the location, character, dimensions, and details of the work to be performed. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents. regardless of the method of binding. 9. ENGINEER The person or organization identified as such in the Contract Documents. The term "Engineer" means the Engineer or his authorized representative. 10. NOTICE The term "notice" or the requirement to notify, as used in the Contract Documents or applicable state or federal statutes, shall signify a written communication delivered in person or by certified or registered mail to the GENERAL CONDITIONS 1 MAY 1986 individual, or to a member of the firm, < °, °_ Engineer-)bfiiing� the date on which the or to an office ±ofthe corporation for whom it is inputted. Certified or registered shall be addressed to the last busi'n u address known to him who gives the notice. 11. OR EQUAL The term "or equal" shall be understood to indicate that the "equal" product is the same or better than the product named in function, performance, reliability, quality, and general configuration. Determination of equality in reference to the project design requirements will be made by the Engineer. Such equal products shall not be purchased or installed by the Contractor without written authorization. 12. OWNER Thd person, organization, or public body identified as such in the Contract Documents. -- 13. PLANS (See DRAWINGS) 14. SPECIFICATIONS The term "Specifications" refers to those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards, and workmanship as applied to the work and certain administrative details applicable thereto.' Where standard specifications, such as those of ASTM, AASHTO, etc., have been referred to, the applicable portions of such standard specifications shall become a part of these Contract = Documents. If referenced specifications conflict with specifications contained herein, the requirements contained herein shall prevail. 15. NOTICE TO PROCEED A written notice given by the Owner to the Contractor (with a copy to the . Contract tims will- .commence to run and on which the Contractor shall start to perform his obligation under the Contract Documents The Notice to Proceed will be given within 30 days following execution of the Contract by the Owner. 16. SUBSTANTIAL COMPLETION "Substantial completion" shall be that degree of completion of the project or a defined portion of the project, as evidenced by the Engineer's written notice of Substantial Completion, sufficient to provide the Owner, at his discretion, the full -time use of the project or defined portion of the project for the purposes for which it was intended. . "Substantial Completion" of an operating facility shall be that degree of completion that has provided a minimum of 7 continuous days of successful, trouble -free, operation, which period shall begin after all performance and acceptance testing has been successfully demonstrated to the Engineer. All equipment contained in the work, plus all other components necessary to enable the Owner to operate the facility in the manner that was intended, shall be complete on the substantial completion date. 17. WORK, The word "work" within these Contract Documents shall include all material, labor, tools, and all appliances, machinery, transportation, and appurtenances necessary to perform and . complete the Contract, and such additional items not specifically indicated or described which can be reasonably inferred as belonging to the item described or indicated and as required by good practice to provide a complete and satisfactory system or structure. As used herein, "provide" shall be understood to mean "furnish and install, complete in- place ". MAY 1986 2 GENERAL CONDITIONS CONTRACT DOCUMENTS , 18. INTENT 0, t iT&ACT DOCUMENTS. The Contracrl , ,mss nmems are ,,� complementary and.. what is called for by one shall be.4t7- :binding as if called for by all. The intent of the Documents is to describe a functionally complete project.(or part thereof) to be constructed in accordance with the Contract Documents. Any work, materials, or equipment that may reasonably be inferred from the Contract. Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well -known technical or trade meaning are used to describe work, materials, or equipment, - (U0- 0dfds- shart"be`id erpreted in . accordance with that meaning. Reference to standard specifications, manuals, or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, whether such _. reference be specific or by implication, shall mean the latest standard specification, manual, code or laws or regulations in effect on the first published date of the Invitation to Bid, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of Owner, Contractor, or Engineer, or any of their consultants,_agents, or employees from those set forth in the Contract Documents, nor shall it be effective to assign to Engineer,•or any of Engineer's consultants, agents, or employees, any duty or authority to supervise or direct the furnishing or performance of the work or any duty or authority to undertake responsibility contrary to the provisions of Article LIMITATIONS ON ENGINEER'S RESPONSIBILITIES. . , DI SCREPANCI E$_ AW QHI S S I ON S Any, discrepancies or- omissions found in the Contract Documents. shall be reported to the Engineer immediately. The Engineer will clarify discrepancies or omissions, in writing, within:.a. reasonable time. In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall be given in the following order: A. CONTRACT B. PROPOSAL C. SUPPLEMENTARY CONDITIONS D. INVITATION TO BID • E. INSTRUCTIONS TO BIDDERS F. GENERAL CONDITIONS_ C: ,-- ;,SPECIF•1CATIOE -. H. DRAWINGS, . Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions. Detailed Drawings shall take precedence over general Drawings. 20. CHANGES IN THE WORK The Owner, without notice to the Sureties and without invalidating the Contract, may order changes in the work within the general scope of the Contract by altering, adding to, or deducting from the work, the Contract being adjusted accordingly. All such work shall be executed under the conditions of the original Contract, except as specifically adjusted at the time of ordering such change. In giving instructions, the Engineer may order minor changes in the work not involving extra cost and not inconsistent with the purposes of the project, but otherwise, except in an emergency endangering life or property, additions or deductions from the work shall be performed only in pursuance of an approved Change Order from the Owner, countersigned by the Engineer. GENERAL CONDITIONS 3 MAY 1986 If the work; is' ediued'` by -alter t such action,shelI °not constitute a claim; for damages = -6 u ;on;loss of anticipated s profits. 21. EXAMINATIOAND'`VERIFICATION OF CONTRACT DOCUMENTS The Contractor shall thoroughly examine and become familiar with all of the various parts of these Contract Documents and determine the nature and location of the work, the general and local conditions, and all other matters which can in any way affect the work under this Contract. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of this Contract. No verbal agreement or conversation with any officer; agent, or employee of the Owner, or with the Engineer either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained; 22. DOCUMENTS TO BE KEPT ON THE JOHSITE The Contractor shall keep one copy of the Contract Documents on the jobsite, in good order, available to the Engineer and to his representatives. The Contractor shall maintain on a daily basis at the jobsite, and make available to the Engineer on request, one current record set of the Drawings which have been accurately marked to indicate all modifications in the completed'work that differ from the design information-shown on the Drawings. Upon substantial completion of the work, the Contractor shall give the. Engineer one complete set of these marked up record Drawings. 23. ADDITIONAL CONTRACT DOCUMENTS Copies of Contract Documents or Drawings may be obtained on request from the Engineer and by paying the actual cost of reproducing the Contract Documents or Drawings. OWNERSHIP. : - OP; r:: DOCUMENTS All portions o 'thHHContract-Documents, and copies thereof furnished by the Engineer are the property of the-- Engineer.. They-are-not to be-used on other work and'are`to be returned to the Engineer on request at the completion of the work. Any'reuse of these materials without specific written verification or adaptation by the Engineer will be at the risk of the user and without liability or legal expense to the Engineer. Such user shall hold the Engineer harmless from any and all damages, including reasonable attorneys' fees, from any and all claims arising from any such reuse. Any such verification and adaptation shall entitle the Engineer to further compensation at rates to be agreed upon by the user and the Engineer. THE ENGINEER 25. AUTHORITY OF THE ENGINEER The Engineer will be the Owner's representative during the construction period. His authority and responsibility will be limited to the provisions set forth in these Contract Documents. The Engineer will have the authority to reject work which does not conform to the Contract Documents. However, neither the Engineer's authority to act under this provision., nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Engineer to the Contractor, any Subcontractor, their respective Sureties, any of their agents or employees, or any other person . performing any of the work. 26. DUTIES AND RESPONSIBILITIES OF THE ENGINEER The Engineer will make visits to the site at intervals appropriate to the various stages of construction to observe the progress and quality of the work and to determine, in general, if MAY 1986 4 GENERAL CONDITIONS oaf: the work' is gto with the lnt }f :thee: Contract Documents.: .not make com rehensz +.- ont.inuous review or observation' :check quality.or quantity of the work, at!he will not be responsible for,'construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. Visits and observations made by the Engineer shall not relieve the Contractor of his obligation to conduct comprehensive inspections of .the work and to furnish materials and perform acceptable work, and to provide adequate safety precautions, in conformance with the intent of the Contract. The Engineer will make recommiendations to the Owner, in writing, on all. claims of the Owner or the Contractor arising from interpretation or execution of the Contract Documents. Such recommend - ations will be of factual and /or technical nature, and will not _include the legal interpretation of the Contract Documents. Any necessary legal. - interpretation of the Contract Document will be made by the Owner. Such recommend- ation shall be necessary, before the Contractor can receive additional money under the terms of the Contract. Changes in work ordered by the Engineer shall be made in compliance with Article CHANCES IN THE. WORK'." edina-in• accordance: 'One or more project representatives may be assigned to observe the work.. It is understood that such project representatives shall have the authority to issue notice -of nonconformance and make decisionaawi:thin the limitations of the authorityi-oe the Engineer. The Contractor shalt :furnish all reasonable assistance required by the Engineer or project representatives for proper observation of the work. The above - mentioned project representatives shall not relieve the Contractor of his obligations to conduct comprehensive inspections of the work and to furnish materials and perform acceptable work, v_ 'and to provid 'adequate safety precautions, in conformance with the intent of'the Contract. 27. LIMITATIONS-OH ENGINEER'S RESPONSIBILITIES Engineer will not be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, and Engineer will not be responsible for Contractor's failure to perform or furnish the work in accordance with the Contract Documents. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any supplier, or of any other person or.organiiation performing or furnishing any of the work. Whenever in the Contract Documents the terms "as ordered", "as directed "as. required ", "as allowed ", "as approved ", or terms of like effect or import are used, or the adjectives "reasonable ", "suitable ", "acceptable ", "proper ", or "satisfactory ", or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of Engineer as to the work, it is intended that such requirement, direction, review, or judgment will be solely to evaluate the work for .compliance with the Contract Documents (unless,there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to Engineer any duty or authority to supervise or direct the furnishing or performance of the work or any duty or authority to undertake responsibility contrary to the provisions of this Article. 28. REJECTED WORK Any defective work or nonconforming materials or equipment that may be discovered at any time prior to expiration of the warranty period, shall GENERAL CONDITIONS S MAY 1986 be removed.and" replaced by work: whic shall conforsr40:;the provisions of the `. Contract Docust *s°«-- Any material condemned or' fated shall be removed at once frost, :.project site. • Failure on the' iart of the Engineer to condemn or reject bad or inferior work or to note nonconforming materials or equipment on Contractor submittals shall not be construed to imply acceptance of such work. The Owner shall reserve and retain all of its rights and remedies at law against the Contractor and its Surety for correction of any and all latent defects discovered after the guarantee period. 29. LINES AND GRADES Lines and grades shall be established as . provided in the Supplementary Conditions. All stakes, marks, and other reference information shall be carefully preserved by the Contractor, and in case of their careless or unnecessary destruction or removal by him or his employees, such stakes, marks, and other information shall be replaced at the Contractor's expense. 30. SUBMITTALS After checking and verifying all field measurements and after complying with applicable procedures specified in Section GENERAL REQUIREMENTS, Contractor shall submit to Engineer, in accordance with the schedule for submittals for review, shop drawings, electrical diagrams, and catalog cuts for fabricated items and manufactured items (including mechanical and electrical equipment), which shall bear a stamp or specific written indication that Contractor has satisfied Contractor's responsibilities under the Contract Documents with respect to the review of the submittal. All submittals shall be identified as Engineer may require. The data shown shall be complete with respect to quantities, dimensions speci- fied performance and design criteria, materials, and similar data to enable Engineer to review the information. ,Contrscto . sha `'�slsoti submit. to Engineer -for v reievw,wttIYsuch�, promptness as to cause. no dalay in- work all samples required.by the Cdntrac.t.Documents. All samples shall hive been checked by and accompanied by a specific written- indication that Contractor has satisfied Contractor's responsibilities under the Contract Documents with respect to the review of the submission and shall be identified clearly as to material, supplier, pertinent data such as catalog numbers and the use for which intended. Before submission of each submittal, Contractor shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data with respect. thersto.and reviewed or coordinated each submittal.with other submittals and with, the requirements of the work and the Contract Documents. At the time Of each submission, Contractor shall give Engineer specific written notice of each variation that the submittal may have from the requirements of the Contract Documents, and, in addition, shall cause a specific notation to be made on each shop drawing submitted to Engineer for review and approval of each such variation. Engineer will review submittals with reasonable promptness,. but Engineer's review will be only for conformance with the design concept of the project and for compliance with the information given in the Contract Documents and shall not extend. to means, methods, techniques, sequences, or procedures of construction (except where a specific means, method, technique, sequence, or procedure of construction is indicated in or, required by the Contract Documents) or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate review of the. assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall return the required number of corrected copies of shop drawings and MAY 1986 6 GENERAL CONDITIONS submit as required new samples for review. Contractor shall direct specific attention in writing to revisions other-than the corrections called for by Engineer on previous submittals. Engineer's review of submittals shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation at the time of submission and Engineer has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the shop drawing or sample approval; nor will any approval by Engineer relieve Contractor from responsibility for errors or omissions in the shop drawings or from responsibility for having complied with the provisions herein. Where a shop drawing or sample is required by the Specifications, any related work performed prior to Engineer's review and approval of the pertinent submission shall be the sole expense and responsibility of Contractor. 31. DETAIL DRAWINGS AND. INSTRUCTIONS The Engineer will furnish, with reasonable promptness, additional instructions by means of Drawings or otherwise, if, in the Engineer's opinion, such are required for the proper execution of the work. All such Drawings and instructions will be consistent with the Contract Documents, true developments thereof, and reasonably inferable therefrom. THE CONTRACTOR AND HIS EMPLOYEES 32. CONTRACTOR, AN INDEPENDENT AGENT The Contractor shall independently perform all work under this Contract and shall not be considered as an agent of the Owner or of the Engineer, nor shall the Contractor's Subcontractors or employees be subagents of the Owner or of the-Engineer. 33. SUBCONTRACTING Unless modified in the Supplementary Conditions, within 10 days after the execution of the Contract, the Contractor shall submit to the Engineer the names of all Subcontractors proposed for the work, including the names of any Subcontractors that were submitted with the Proposal. The Contractor shall not employ any Subcontractors to which the Owner may object to as lacking capability to properly perform work of the type and scope anticipated. The Contractor is as fully responsible to the Owner for the acts and omissions of his Subcontractors and of persons either directly or indirectly employed by the as he is for the acts and omissions of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and the Owner or Engineer. 34. INSURANCE AND LIABILITY A. GENERAL The Contractor shall provide (from insurance companies acceptable to the Owner) the insurance coverage designated hereinafter and pay all costs. Before commencing work under this Contract, Contractor shall furnish the Owner with certificates of insurance. specified herein showing the type, amount, class of operations covered, effective dates, and date of expiration of policies, and containing substantially the following statement: "The insurance covered by this certificate shall not be cancelled or materially altered, except after 30 days' written notice has been received by the Owner." GENERAL CONDITIONS 7 MAY 1986 In case of the breach of any provision of this Article,,: the Owner, at his option, may takeout and maintain, at the expense of the Contractor, such insurance as the Owner may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Contractor under this Contract. B. CONTRACTOR AND SUBCONTRACTOR INSURANCE The Contractor shall not commence work under this Contract until he has obtained all the insurance required hereunder and such insurance has been reviewed by the Owner, nor shall the Contractor allow any Subcontractor to commence work on his subcontract until insurance specified below has been obtained. Review of the insurance by the Owner shall not relieve or decrease the liability of the Contractor. hereunder. C. COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE The Contractor shall maintain during the life of this Contract the statutory amount of Workmen's Compensation Insurance, in addition, Employer's Liability Insurance in an amount as specified in the Supplementary Conditions, for each occurrence, for all of his employees to be engaged in work on the project under this Contract. In case any such work is subcontracted, the Contractor shall require the Subcontractor to provide similar Workmen's Compensation and Employer's Liability Insurance for all of the Subcontractor's employees to be engaged in such work. D. GENERAL LIABILITY INSURANCE (INCLUDING AUTOMOBILE) The Contractor shall maintain during the life of this Contract such general liability, completed operations and MAY 1986 productx.liability, and automobile liability insurance as will provide coverage for claims for damages for personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from performance of the work under this Contract. The general liability policy should also specifically ensure the contractual liability assumed . by the Contractor under Article INDEMNITY. Coverage for property damage shall be on a "broad form" basis with no exclusions for "X, C 6 U ". The amount of insurance to be provided shall be as specified in the Supplementary Conditions. In the event any work under this Contract is performed by a Subcontractor, the Contractor shall be responsible for any liability directly or indirectly arising out of the work performed by the Subcontractor, to the extent such liability is not covered by the Subcontractor's insurance. The Owner and Engineer, their officers, agents, and employees shall be named as Additional Insureds on the Contractor's and any Subcontractor's general liability and automobile liability insurance policies for any claims arising out of work performed under this Contract. E. BUILDERS RISK ALL RISK INSURANCE Unless otherwise modified in the Supplementary Conditions, the Contractor shall secure and maintain during the life of this Contract, Builders Risk All Risk Insurance coverage in an amount equal to 100 percent of the Contract amount. Such insurance shall include coverage for earthquake, landslide, flood, collapse, loss due to the results of faulty workmanship, and all other risks, and shall provide for losses to be paid to the Contractor, Owner, and Engineer as their interests may appear. GENERAL CONDITIONS F. NO PERSONAL LIABILITY OF PUBLIC"" OFFICIALS In carrying out °any of the provisions hereof in exercising any authority granted by the Contract, there will be no personal liability upon any public official. 35. INDEMNITY The Contractor shall defend, indemnify, and hold harmless the Owner, the Engineer, and their agents and employees from and against any and all suits, actions, legal or administrative proceedings, claims, demands, damages, losses, penalties, fines, costs, and expenses of whatsoever kind or character, including, but not limited to, attorneys' fees and expenses, whether for bodily injury, sickness, disease or death, or to injury to or destruction of property, including the loss of use resulting therefrom, arising out of or in any manner caused or occasioned or claimed to be caused or occasioned by any act, error, omission, fault, or negligence of Contractor or any person or entity employed by or acting on his behalf, including, but not limited to, Subcontractors and vendors, their Subcontractors and subvendors, and the employees and agents of any of the foregoing, in connection with or incident to this Contract or the work to be performed hereunder, except where caused by the sole negligence of the - indemnitee. Without limiting the foregoing, Contractor shall defend, indemnify, and hold harmless the Owner, the Engineer, and their agents and employees from and against any and all suits, actions, legal or administrative proceedings, claims, demands, damages, penalties, fines, costs, and expenses of whatsoever kind or character, including, but not limited to, attorneys' fees and expenses, arising out of or by reason of any damage or injuries (including death) to any person or entity employed by or acting on Contractor's behalf under this Contract, except where caused by the sole negligence of the indemnitee. The obligation of the Contractor under this Article shall not extend to the liability of the Engineer and his agents or employees arising out of the preparation or approval of maps, drawings, reports, surveys, Change Orders, designs, or Specifications. 36. TAXES AND CHARLES The Contractor shall withhold and pay any and all sales and use taxes and all withholding taxes, whether State or Federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now OT may hereafter be required to be paid or withheld under any laws. 37. REQUIREMENTS•OF STATE LAW FOR PUBLIC WORKS PROJECTS When the Contract Documents concern public works of the state or any county, municipality, or political subdivision created by its laws, the applicable statutes shall apply. All parties to this Contract shall determine the contents of all applicable statutes and comply with their provisions throughout the performance of the Contract. 38. CODES, ORDINANCES, PERMITS, AND LICENSES The Contractor shall keep himself fully informed of all local codes and ordinances, as well as state and federal laws, which in any manner affect the work herein specified. The Contractor shall at all times comply with said codes and ordinances, laws, and regulations, and protect and indemnify the Owner, the Engineer and their respective employees, and its officers and agents against any claim or liability arising from or based on the violation of any such laws,.ordinances, or regulations. All permits, licenses, GENERAL CONDITIONS 9 MAY 1986 and inspection fees necessary for prosecution and completion of the work shall be secured:and paid for by the Contractor, unless otherwise specified. 39. SUPERINTENDENCE The Contractor shall keep at the project site, competent supervisory personnel. The Contractor shall designate, in writing, before starting work, a project superintendent who shall be an employee of the Contractor and shall have complete authority to represent and to act for the Contractor. Engineer shall be notified in writing prior to any change in superintendent assignment. The Contractor shall give efficient supervision to the work, using his best skill and attention. The Contractor shall be solely responsible for all construction means, methods, techniques, and procedures, and for providing adequate safety precautions and coordinating all portions of the work under the Contract. It is specifically understood and agreed that the Engineer, its employees and agents, shall not have control or charge of and shall not be responsible for the construction means, methods, techniques, procedures, or for providing adequate safety precautions in connection with the work under the Contract. 40. RECEPTION OF ENGINEER'S COMMUNICATIONS The superintendent shall receive for the Contractor all communications from the Engineer. Communications of major importance will be confirmed in writing upon request from the Contractor. The Engineer may schedule project meetings for the purposes of discussing and resolving matters concerning the various elements of the work. Time and place for these meetings and the names of persons required to be present shall be as determined by the Engineer. Contractor shall comply with these attendance requirements and shall also require his Subcontractors to comply. MAY 1986 41. SAFETY The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons (including employees) and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), and all other applicable federal, state, county, and local laws, ordinances, codes, and regulations. Where any of these are in conflict, the more stringent requirement shall be followed. The Contractor's failure to thoroughly familiarize himself with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth therein. The Contractor shall develop and maintain for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. The duty of the Engineer to conduct construction review of the work does not include review or approval of the adequacy of the Contractor's safety program, safety supervisor, or any safety measures taken in, on, or near the construction site. The Contractor, as a part of his safety program, shall maintain at his office or other well-known place at the jobsite, safety equipment applicable to the work as prescribed by the aforementioned authorities, all articles necessary for giving first aid to the injured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care of persons (including employees) who may be injured on the jobsite. 10 GENERAL CONDITIONS If death or_serious injuries or serious damages are.caused, the accident shall be reported imsediately by telephone or messenger to batlt.the Engineer and the Owner. In addi. ion, the Contractor must promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, the performance of the work whether on,_ or adjacent to, the site, giving full details and statements of witnesses. If a claim is made by anyone against the Contractor or any Subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. 42., PR9XECTION OF WORK AND PROPERTY: The Contractor shall at all times safely guard and protect from damage the Owner's property, adjacent property, and hie own work from injury or loss in connection with this Contract. All facilities required for protection by federal, state, or municipal laws and regulations and local conditions must be provided and maintained. The Contractor shall protect his work and materials from damage due to the nature of the work, the elements, carelessness of other contractors, or from any cause whatever until the completion and acceptance of the work. All loss or damages arising out of the nature of the work to be done under these Contract Documents, or from any unforeseen obstruction or defects which may be encountered in the prosecution of the work, or from the action of the elements, shall be sustained by the Contractor. 43. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY In case of an emergency which threatens loss or injury of property, and /or safety of life, the Contractor shall act, without previous instructions from the Owner or Engineer, as the situation may warrant. The Contractor shall notify the Engineer- thereof. immediately thereafter. Any claim for compensation by the Contractor, together with substantiating documents-in- regard to expense, shall be submitted to the Owner through the Engineer and the - amount of compensation shall be determined by agreement. 44. MATERIALS AND APPLIANCES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, heat, light, fuel, power, transportation, construction equipment and machinery, appliances, telephone, sanitary facilities, temporary facilities and other facilities and incidentals necessary -for the execution and completion of the work. Unless otherwise specified, all materials shall be new, and both . workmanship and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. In selecting and /or approving equipment for installation in the project,, the Owner and Engineer assume no responsibility for injury or claims resulting from failure of the equipment to comply with applicable .federal, state, and local safety codes or requirements, or the safety requirements of a recognized agency, or failure due to faulty design concepts, or defective workmanship and materials. 45. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER CODE REQUIREMENTS The completed work shall include all necessary permanent safety devices, such as machinery guards and similar ordinary safety items required by the state and. federal (OSHA) industrial authorities and applicable local and, national codes. Further, any features of the work subject to such safety regulations shall GENERAL CONDITIONS 11 MAY 1986 be fabricated,. €urnished, and - installed' (including Owne#usnished equipment) in compliance wit ltese requirements...,.. Contractors anOna ufacturers of equipment shall be=held responsible for compliance with the requirements included herein. Contractors shall notify all equipment suppliers and Subcontractors of the provisions of this Article. 46. SUBSTITUTION OF MATERIALS.. Except for Owner-selected equipment items, and items where no substitution is clearly specified, whenever any material, article, device, product, fixture, form, type of construction, or process is indicated or specified. by patent or proprietary name, by name of manufacturer, or by catalog number,. such specifications shall be deemed to be used for the purpose of establishing a standard of quality and facilitating the description of the material or process desired. This procedure is not to be construed as eliminating from . competition other products of equal or better quality by other manufacturers where fully suitable in design, and shall be deemed to be followed by the words "or equal ". The Contractor may, in such cases, submit complete data to the Engineer for consideration of another material, type, or process which shall be substantially equal. in every respect to that so indicated. or . specified. Substitute materials shall not be used unless approved in writing. The Engineer will be the sole judge. of the substituted article or material. 47. TESTS, SAMPLES, AND OBSERVATIONS The Contractor-shall furnish, without extra charge, the necessary test, pieces and samples, including facilities and labor for obtaining the same, as requested.by the Engineer. When required, the Contractor shall furnish certificates of tests of materials and equipment made at the point of manufacture by a recognized testing laboratory. MAY 1986 e . Owner • En inees 7 iindr authori zed . government agents,'indtheit representatives shall' at all. times be provided safe access to the work wherever it is in preparation or progress, and the Contractor shall provide facilities for such access and for observations, including maintenance of temporary and permanent access. If the Specifications,'laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give timely notice of its readiness for observations. If any work should be covered up without approval or consent of the Engineer, it shall, if required by the Engineer, be uncovered for examination at the Contractor's expense. Reexamination of questioned work may be ordered by the Engineer, and, if so ordered,. the work shall be uncovered by the Contractor. If such work is found to be in accordance with the Contrac: Documents, the Owner will pay the cost of uncovering, exposure, observation, inspection, testing and reconstruction. If such work is found to be not in accordance with the Contract Documents, the Contractor shall correct the defective work, and the cost of reexamination and correction of the defective work shall be paid by the Contractor. 48. ROYALTIES AND PATENTS The Contractor shall pay all royalty and license fees, unless otherwise specified. The Contractor shall defend all suits or claims for infringement of any patent rights and shall save the Owner and the Engineer harmless from any and all loss, including reasonable attorneys' fees, on account thereof. 49. CONTRACTOR'S RIGHT TO TERMINATE CONTRACT If the work should be stopped under an order of any court or other public authority for a period of more than 3 months, through no act or fault of the 12 GENERAL CONDITIONS Contractors <its' Subcontractors, or respective•..employees = of if the Engineer should fail: ]#sue any estimate for payment with adays. after it is due, or if the OwM should fail to pay the Contractor witbit 30 days after time specified in Article PARTIAL PAYMENTS, any sum recommended by the Engineer, then the Contractor may, upon 15.days' written notice to the.Owner and the Engineer, stop work or terminate this Contract and recover from the Owner payment for all acceptable work performed and any loss .sustained plus reasonable termination expenses, unless said default has been remedied. 50. CORRECTION OF DEFECTIVE WORK DURING WARRANTY PERIOD The Contractor hereby agrees to make, at his own expense, all repairs or replacements necessitated by defects in materials or workmanship,.provided under: tetras of this Contract, and pay for any damage to other works resulting from such defects, which become evident within 1 year after the date of final acceptance of the work or within 1 year after the date of substantial completion established by the Engineer for specified items of equipment, or within such longer period of time as may be prescribed by law or'by the terms of any applicable special guarantee required by the Contract Documents. Unremedied defects identified for correction during the warranty period but. remaining. after its expiration shall be, considered as part of the obligations- of. the warranty. The Contractor further assumes responsibility for a similar guarantee for all work :,and;suterials provided by Subcontractor of manufacturers of packaged equipment components. The effective dattk for. the start of the guarantee or warranty period for equipment qualifying as substantially complete is defined in Article SUBSTANTIAL COMPLETION, and Article SUBSTANTIAL COMPLETION DATE, in these General Conditions. The. Contractor also agrees to hold the: Owner ant the Engineer harmless from liability ofrany' kind arising from damage due to-said defects. • The Contractor shall make all- repairs and replacements promptly upon- receipt of written order for same from the Owner. If the Contractor fails,to make the repairs and replacements promptly, or in an emergency where delay would cause serious risk, or loss, or damage, the Owner may have the defective work corrected or the rejected work removed and replaced, and the Contractor and his Surety shall, be liable for the cost thereof. PROGRESS OF THE WORK 51. BEGINNING OF THE WORK Following execution of the.Contract, the Contractor shall meet with the Owner and Engineer relative to his arrangements for prosecuting the work. 52. SCHEDULES AND PROGRESS REPORTS Prior to starting the construction, the Contractor shall prepare and submit to the Engineer, a progress schedule showing approximately the dates on which each part or division of the work is expected to be started and finished, and a preliminary schedule for submittals. The progress schedule for submittals shall be brought up to date and submitted to the Engineer at the end of each month or at such other times the Engineer may request. The Contractor shall forward to the Engineer, at the end of each month, an itemized report of the delivery status of major and critical items of purchased equipment and material, including shop drawings and the status of shop and field fabricated work. These progress reports shall indicate the date of the purchase order, the current percentage of completion, estimated delivery, and cause of delay, if any. GENERAL CONDITIONS 13 MAY 1986 s If the,comple ou of.any. part_of the. work or the d.Ltvey of materials is behind the s the Contract* plan acceptab sd'progress schedule, submit in, writing a O the. Owner and Engineer for bring ng the work up. to schedule. The Owner shall have the right to withhold progress payments for the work if the Contractor fails to update and submit the progress schedule and reports as specified. 53. PROSECUTION OF THE WORK It is expressly understood and agreed that the time of beginning, rate of progress, and time of completion of the work are -the essence of this Contract. The work shall be prosecuted at such time, and in or on such part or parts of the project as may be required, to complete the project as contemplated in the Contract Documents and the progress schedule. If the Contractor desires to carry on work at night or outside the regular hours, he shall give timely notice to the Engineer to allow satisfactory arrangements to be made for observing the work in progress. 54. OWNER'S RIGHT TO RETAIN IMPERFECT WORK If any part or portion of the work completed under this Contract. shalt prove defective and not in accordance with the Drawings and Specifications, and if the imperfection in the same shall not bew.of; sufficient magnitude or importance as to make the work dangerous or unsuitable=:.or. if the removal of such work will create conditions which are dangerous or undesirable, the Owner shall have the right and authority to retain such work but will make such deductions in the final payment therefor as may be just and reasonable. 5S: WWE *:S RICir TE'X. WORK.:. - - Shouter-the' Contracti*•neglect to prosecute' the work itr conformance with the Contract- Documents- or neglect or refuse at his own cost to-remove. and replace work as shall have been =.rejected by the Engineer, then tbe- Owner may notify the Surety of' the condition, and after 10 :days' written notice to the Contractor and the Surety, or without notice if an emergency or danger to the work or public exists, and without prejudice to any other right which the .Owner may have under the Contract, take over that portion of the work which has been improperly executed, and make good the deficiencies and deduct the cost thereof from the payments then or thereafter due the Contractor. 56. OWNER'S RIGHT TO,TRANSFER EMPLOYMENT If the Contractor -should.abandon the work or if he should persistently-or repeatedly refuse or should fail to make prompt payment to Subcontractors for material or labor, or to persistently disregard laws, ordinances, or to prosecute the work in conformance with the Contract Documents, or otherwise be guilty of a substantial violation of any provision of the Contract or any laws or ordinance, then the Owner may, without prejudice to any other right or remedy, and after giving the Contractor and Surety 10 days' written notice, transfer the employment for-said.work from the Contractor' to the Surety. Upon receipt of such notice, such Surety shall enter upon the premises and take possession of all materials, tools, and appliances thereon for the purpose of completing the work included under this Contract and employ, by Contract or otherwise, any qualified person or persons to finish the work and provide the materials therefor, in accordance with the Contract Documents, without termination of the continuing full force and effect of this Contract. In case of such transfer of employment to such Surety, the Surety shall be paid in its own name on. estimates: according:to the terms hereof, without: any right of the Contractor to,j any claim for. the. same or any'Pl5SKX hereof . If, after the:-fUrnishing of said written notice to the:Surety, the Contractor and the Surety still'fail.to make reasonable progress on the performance of the work, the Owner may terminate the employment of the Contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method he may deem expedient and charge the cost thereof to the Contractor and Surety. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the expense of completing.. the Contract, incivaing cbmpensation:.for additional managerial and administrative services, shall exceed such unpaid balance, the Contractor and the Surety shall pay the • difference to the Owner. 57. DELAYS AND EXTENSION OF TIME If the Contractor is delayed in the progress of the work by any act or neglect of the Owner or the Engineer, or by any separate Contractor employed by the Owner, or by strikes, lockouts, fire, adverse weather conditions not reasonably anticipated, or acts of Nature, and if the Contractor, within 48 hours of the start of the occurrence, gives written notice to the Owner of the cause of the potential delay and estimate of the possible time extension involved, and within 7 days after the cause of delay has been remedied, the Contractor gives written notice to the Owner of any - actual time extension requested as a:,result of the aforementioned,.occurrence, then the Contract time may be extended by Change Order for such reasonable time as the Engineer determines. It is agreed that no claim shall be made or allowed for any damages which may arise out of any delay caused by the above referenced acts or occurrences, other than claims for the appropriate extension of time. GENERAL CONDITIONS No ex•tens'iot voL .tiwwi1.1. be granted to the Contractor for delays occurring to parts. ofJ the:. work. that. have no measurable impact :on:the completion of the total...workunder this. Contract. No extension of'-time wilt, be considered. for weather conditions reasonably anticipated for the area in which the work is being performed. Reasonably anticipated weather conditions will be based on official records of monthly precipitation and other historical data. Adverse weather conditions, if determined to be of a severity that would impact progress of the work, may be considered as cause for an extension of Contract.completion time. Delays in delivery of equipment or material purchased by the Contractor or his Subcontractors,. including Owner - selected equipment, shall not be considered as a just cause for delay, unless the Owner determines that for good cause the delay is beyond the control of the Contractor. The Contractor shall be fully responsible for the timely ordering, scheduling, expediting, delivery, and installation of all equipment and materials. Within a reasonable period after the Contractor submits to the Owner a written request for an extension of time, the Engineer will present his written opinion to the Owner as to whether an extension of time is justified, and, if so, his recommendation as to the number of days for time extension. The Owner will make the final decision on all requests for extension of time. In no event shall the Contractor be entitled under this Contract to collect or recover any damages, loss, or expense incurred by any delay other than as stipulated in Article NOTICE OF CLAIM FOR DELAY. 15 . MAY 1986 58:: DIFFERING iITr CONDITIONSs ` • Contracko before the==c give a writt'i Engineer of promptly, anel :obs are disturbed; Deice to the Owner and A. subsurface or latent physical - conditions at the site which differ materially from those indicated in this Contract, or B. unknown physical conditions at the site, of an unusual nature, which differ materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract. The Engineer will investigate the site conditions promptly after receiving the notice. If the conditions do materially so differ and cause an increase or decrease in the Contractor's cost of, or the time required for, performing any part of the work under this Contract, whether or not changed as a result of the conditions, an equitable adjustment shall be made under this Article and the Contract modified in writing accordingly. No request by the Contractor for an equitable adjustment to the Contract under this Article will be allowed, unless the Contractor has given the written notice required; provided, that the time prescribed above for giving written notice may be extended by the Owner. No request by,the Contractor for an equitable ad ustment to the Contract for differing sief conditions will be allowed if madeafter final payment under this Contract. 59. LIQUIDATED DAMAGES Should the Contractor fail to complete the work, or any part thereof, in the time agreed upon in the Contract or within such extra time as may have been • . al'lovea':.'f delays by' extensions granted ss provided' °lie: the Contract,- the Contractor shai11 reimburse the Owner for the additional expenseand -- damage for each calendar day, Sundays and legal holidays included-, that the:Contract • remains uncompleted after the Contract completion date.-It is• agreed that= the amount of such additional expense and - damage. incurred by reason of failure to complete, the work-is the per -diem rate, as stipulated in the Proposal.. The said amount is hereby agreed upon as a reasonable estimate of the costs which may be accrued by the Owner after the expiration of.the time of completion. It is expressly understood and agreed that this amount is not to be considered in the nature-of. a penalty, but as liquidated damages which have accrued against the :Contractor. The Owner shall • have the right to deduct such damages • from any amount due, or that may become due the= Contractor, or the amount:, of such damages shall be due and collectible from the Contractor or Surety.- 60. OTHER CONTRACTS The Owner reserves the right to let other Contracts in connection with the work. The Contractor shall afford other Contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work and shall properly connect and coordinate his work with theirs. If any part of the work under this Contract depends for proper execution or results upon the work of any other Contractor, utility service company or Owner, the Contractor shall inspect and promptly report to the Engineer in writing any patent or apparent defects or deficiencies in such work that render it unsuitable for such proper execution and results. The Contractor's failure to so report shall constitute an acceptance of the work by others as being fit and proper for integration with work under this Contract, except for latent or nonapparent defects and deficiencies in the work. MAY 1986 16 GENERAL CONDITIONS 61. USE OF :`PREMISES. The Contractor shall confine his equipment, thlettorage of materials, and the operationt his workers to limits shown on the Drawings or indicated by law, ordinances-;: permits, or directions of the Engineer, and shall not. unreasonably encumber the premises with his materials. The Contractor shall . provide, at his own expense, the necessary rights -of -way and access to the work which may be required outside . the limits of the Owner's property and shall furnish the Engineer copies of permits and agreements for use of property outside that provided by the Owner. rZ+ soperaRS onditiant as recommended. or approved by. the Engineer. Schedule such testing with the. Engineer at- least - l week in advance of the planned date for testing.. Contractor shall not load nor permit any part of any structure-to be4-loaded ::in - any manner that will endanger, the structure, nor shall Contractor. subject any part of the work or adjacent..'. property to stresses or pressures that will endanger it. 62. SUBSTANTIAL COMPLETION DATE The Engineer may issue a written notice of substantial completion for the - purpose of establishing the starting date for specific equipment guarantees, and to establish the date that the Owner will assume the responsibility for the cost of operating such equipment. Said notice shall not be considered as final acceptance of any portion of the work or relieve the Contractor from completing the remaining work within the specified time and in full compliance with the Contract Documents. See SUBSTANTIAL COMPLETION under.. DEFINITIONS of these. General Conditions. 63. PERFORMANCE TESTING Operating equipment and systems shall be performance tested in the presence of the Engineer to demonstrate compliance with the specified requirements. Performance testing shall be conducted under the specified design operating conditions or under such simulated 64. OWNER'S USE OF PORTIONS-OF THE. WORK Following-issuance of the written-notice of Substantial Completion, the Owner may initiate operation of the facility. Such. use -shall not be considered as final acceptance of any portion of the work, nor shall such use be considered as cause for an extension of the Contract completion time, unless authorized by a Change Order issued by the. Owner. 6S. CUTTING AND - PATCHING: The:Contractor shall do all..cutting, fitting, or patching of his work that may be required to make its several parts come together properly and fit it to receive-or be received by work of other Contractors shown upon or reasonably implied by the Drawings. 66. CLEANING UP The Contractor shall, at all times, keep property on which work is in progress and the adjacent property free_ from accumulations of waste material or rubbish caused by employees or by the work. Upon completion of the - construction, the Contractor shall remove all temporary structures, rubbish, and waste materials resulting from his operations.. PAYMENT 67. PAYMENT FOR CHANGE ORDERS The Owner's request for quotations on alterations to the work shall not be considered authorization to proceed with the work prior to the issuance of a formal Change Order, nor shall such request justify any delay in existing work. Quotations for alterations to the work shall include substantiating GENERAL CONDITIONS 17 MAY 1986 yv.. document atiort:w tt ane :itemized brtakdovni -~ of. Cont.racto rSubcontractor coats,...:. including. 1 ; _. ::. raterial, rentals,, approved se : ' 'F" ` 4;overhead, and profit. Owner may re `>:Tedetailed cost data in order to subitailtiate the reasonableness of the proposiecosts. - Any compensation paid in conjunction with the terms of a Change Order shall comprise total compensation due the Contractor for the work or alteration defined in the Change Order. By signing the Change Order, the Contractor acknowledges' that the stipulated' compensation includes payment for the work or alteration plus all payment. for the interruption of schedules, extended overhead, delay, or any other impact claim or ripple effect, and by =such: signing specifically waives any reservation or claim for additional: compensation in respect to the subject Change Order. • At the Owner's option, payment or credit for any alterations covered by a Change Order shall be determined by one or a combination of the methods set forth in A, B, or C below, as applicable: A. UNIT PRICES Those unit prices stipulated in the. Proposal shall be utilized where they are applicable. In the event the Change Order results in a change in the original quantity in excess. of. 15 percent of the original bid quantity, and the total dollar value of that bid item is significant, the-Owner will review the unit price to determine if a new unit price shall be negotiated. Unit prices_foi new items included in the Change O d'tt: shall be negotiated and mutually agreed upon. B. LUMP SUM A total lumvsum for the work negotiated and mutually acceptable to the Contractor and Owner. suna =quetaei f:d rcations_to the works -. shalL.inctudi substantiating Rental or equivalent; rental. cost will be a rOve6 :for- only. those days or hour ;" :;kng;.;vhich the equipment - i is in a r ,fuse.: Rental' and trans pg ':l ;,sllowances shall not. exceed ,; ' rrent rental rates prevailir f*i the locality. _ The rentals allowed. for equipment will, in all cases, be understood to cover all fuel, supplies, repairs, and renewals, and no further allowances will be made for those items, unless specific agreement to that effect is made. 4. Additional bond, as required and approved by the Owner. 5. Additional insurance (other than labor insurance) required and IapBved:by the Ownery_ ,. In addition to items 1 through 5 above, an added fixed fee for general overhead and profit shall be negotiated and allowed for the Contractor (or approved Subcontractor) actually executing the Cost Reimbursement work. An additional fixed fee shall be negotiated and allowed the Contractor for the administrative handling. of portions of the work that are executed by an approved Subcontractor.. No additional fixed fee will be allowed for the administrative handling of work executed by a Subcontractor of a Subcontractor, unless by written permission from the Owner. The added fixed fees shall be considered to be full compensation, covering the cost of generil..supervision, overhead, profit, and any other general expense. The. Contractor's records shall make clear distinction between the direct costs of work paid for on a cost reimbursement basis and the costs of other work. The Contractor shall furnish the Engineer report sheets in duplicate of each day's cost reimbursement work no later than the GENERAL CONDITIONS voriiin t:dalr= °foll'owing_ the- performance- o_ said work: 4.Th'er :daily. report• sheets shall itemize:- ttt °materials used,' and shall cover the'd irecr cost of labor and the charges for equipment rental, . whether furnished by the= Contractor, Subcontractor, or other forces:'' The. daily report sheets shall provide names or identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Material charges shall be substantiated by valid copies of vendors' invoices. Such invoices shall be submitted with the daily report sheets, or, if not available, they shall be submitted with subsequent daily report sheets. Said daibrArewr - shets sha,Ll : ux :s -geed . by the Contractor or his authorized agent. The Owner reserves the right to furnish such materials and equipment as he deems expedient, and the Contractor shall have no claim for profit or added fees on the cost of such materials and equipment. To receive partial payments and final payment for cost reimbursement work, the Contractor shall submit to the Engineer, in a manner approved by the Engineer, detailed and complete documented verification of the Contractor's and any of his Subcontractors' actual costs involved in the cost reimbursement work. Such costs shall be submitted within 30 days after said work has been, performed. 68. PARTIAL PAYMENTS A. GENERAL Nothing contained in this Article shall be construed to affect the right, hereby reserved, to reject the whole or any part of the aforesaid work, should such work be later found not to comply with the provisions of the Contract Documents. All estimated quantities of work for which partial payments have been made are subject to review and 19 MAY 1986 correction.., on the .final- estimate. Payment byr t ,Owner.- and acceptance by - the. Contras ,.,partial payments. based on periodic �'4'�x ,tes. of quantities of work perfo iehill: not, in any way, constitute acceptance. of the estimated quantities used as the basis for computing the amounts of the partial payments. B. ESTIMATE At least 30 days before each progress payment falls due, as specified in the Supplementary Conditions, the Contractor shall submit to the Engineer a detailed estimate of the amount earned during the preceding month for the separate portions of the work, and request payment As used in this Article, the words "amount earned" means the value, on the date of the estimate for partial payment, of the work completed in accordance with the Contract Documents, and the value of approved materials delivered to the project site suitably stored and protected prior to incorporation into the work. Engineer will, within 7 days after receipt of each request for payment, either indicate in writing a recommendation of payment and present the request to Owner, or return the request to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may, within 7 days, make the necessary corrections and resubmit the request. Engineer may. refuse to recommend the whole or any:part of any payment if, in his opinion,;. it would be incorrect to make such representations to Owner. Engineer may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: • e ornlr tt'defdctive;;-or completed work :rki hie- been damaged='•requiring correction" or'repl:acement, ▪ Written claims have been made against Owner or Liens have been filed in connection with the work; . The Contract Price has been reduced because of Change Orders; 4. Owner has been required to correct defective work or complete the work in accordance with Article OWNER'S RIGHT TO DO WORK; 5. Of Contractor's unsatisfactory prosecution of the work in accordance with the Contract Documents; or. • 6. Contractor's failure to make payment to Subcontractors or for labor, materials, or equipment. C. DEDUCTION FROM ESTIMATE Unless modified in the Supplementary Conditions, deductions from the estimate will be as described below: 1. The Owner will deduct from the estimate, and retain as part security, 10 percent of the amount earned for work satisfactorily completed. A deduction and retainage of 10 percent will be made on the estimated amount earned for approved items of material delivered to and properly stored at the jobsite but not incorporated into the work. When the work is 50 percent complete, the Owner may reduce the retainage to 5 percent of the dollar value of all work satisfactorily completed to date provided that the Contractor is making satisfactory progress and there is no specific cause for a greater retainage. The Owner may reinstate the retainage up to 10 percent if the Owner determines, at his discretion, that the Contractor is not making sstisfactory progress or- whereµ there :' is othesrspfc cause:._for -such withhol D. QUALIFI .FOR;PARTIAL - PAYMENT FOR MATERr -DELIVERED .ti .. Unless modified in the Supplementary Conditions, qualification for partial payment for materials delivered but not yet incorporated into the work shall be as described below: 1. Materials, as used herein,. shall be considered to be those items which are fabricated and manufactured . material and equipment.- No consideration shall be given to individual purchases,of less: than .200 for 2. To receive partial payment for materials delivered to the site, but . not incorporated in the work, it 'shall be necessary for the Contractor to include a list of such materials on the Partial Payment Request. At his sole discretion, the Engineer may approve items for which partial payment is to be made. Partial payment shall be based on the Contractor's actual cost for the materials as evidenced by invoices from the supplier. Proper storage and protection shall be provided by the Contractor, and as approved by the Engineer. Final payment shall be made only for materials<actually incorporated in the work and, upon acceptance of the work, all materials remaining for which advance payments had been made shall revert to.the Contractor, unless otherwise°,agreed, and partial . payments- ..made for these items shall be deducted%from the final payment for the work.. u , 3. Contractor warrants and guarantees that title to all work, materials, and equipment covered by any.. Application for Payment, whether incorporated in the project or not, will pass to Owner at the time of GENERAL CONDITIONS :hirer enct.cliar . of all liens, claims security, interests, and encumbrancer: =.: ' • `.. If requested by'thc ragineer, the Contractor shall provide, with subsequent pay requests, invoices receipted by the supplier showing payment in full has been made. E. PAYMENT After deducting the retainage and the amount of all previous partial payments made to the Contractor from the amount earned, the amount due will be made payable to the Contractor. Recommendations for payment received by the Owner. less_., than. 9 days prior to the scheduled-_.day__ for payment will not be proces ed or paid until the following month. 69. CLAIMS FOR EXTRA WORK In any case where the Contractor deems additional compensation will become due him, the Contractor shall notify the Engineer, in writing, of his intention to make claim for such compensation before he begins the work on which he bases the claim, in order that such matters may be settled, if possible, or other appropriate action promptly taken. If such notification is not given or the Engineer is not afforded proper facilities by the Contractor for keeping strict account of actual cost, then the Contractor hereby agrees to waive the claim for such additional compensation. Such notice by the Contractor, and the fact that the Engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. Claims for additional compensation shall be made in itemized detail and submitted, in writing, to the Owner and Engineer within 10 days following completion of that portion of the work for which the Contractor bases his claim. In case the claim is found to be just, it shall be allowed and paid for as provided in Article PAYMENT FOR CHANCE ORDERS. 21 MAY 1986 70. NOTICE OP' CLAIM` FOR' DELAY -4'° If the Contra intends to file a claim for ext�; �;on, of time for a delay, . he shall file ;no.tice of claim with the Owner within 7""dayi of the beginning of rrt,, the occurrence.:" The notice of claim shall be in duplicate, in writing, and shall state the circumstances and the reasons for the claim, but need not state the amount. No claim for additional compensation will be considered unless the provisions of Article DELAYS AND EXTENSION OF TIME are complied with, and a notice of claim has been filed with the Owner in writing, as stated above. 71. RELEASE OF LIENS OR CLAIMS The Contractor shall indemnify and hold harmless the Owner from all claims for labor and materials furnished under this Contract. Prior to the final payment, . the■Contractor shall furnish to the Owner, as part of his final payment request, a certification that all of the Contractor's obligations on the project have been satisfied and that all monetary claims and indebtedness have been paid. The Contractor shall furnish complete and legal effective releases or waivers, satisfactory to the Owner, of all liens arising out of or filed in connection with the work. 72. FINAL PAYMENT Upon completion of all of the work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the. Contract and shall request: final payment. Upon receipt of sdiliinotice the Engineer will inspect and,,;jif acceptable, submit to the Owner his-recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate by the Owner and * * * co mp%' nit 6,01thiPContractovwith proviiione WAtEale:RELEASE OF LIENS OR CLAIMS, and other-provisions-as may be applicable, the Owner shall pay to the Contractor all monies due-him under the provisions of these Contract. Documents. 73. NO WAIVER OF RIGHTS:, Neither the inspection by the Owner, through the Engineer or any of his 'employees, nor any order by the Owner for payment of money, nor any payment for, or acceptance of, the whole or any part of the work by the Owner or Engineer, nor any - extension of time, nor any possession taken by the Owner or its employees, shall operate as a waiver of any provision of: this Contract, or any power herein reserved to the Owner, or any right to damages herein provided, nor-shell any-waiver-of of any- breach in this Contract be• held- to= be a waiver of any other or subsequent breach. . Acceptance, or final payment shall not be final and conclusive with regards to latent defects, fraud, or such gross mistakes as may amount to fraud; or as regards the Owner -'s rights under the warranty. 74. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE The acceptance by the Contractor of the final payment shall release the Owner and the Engineer, as representatives of the Owner, from all claims and all liability to the Contractor for all things done or furnished in connection with the work, and every act of the Owner and others relating to or arising out of the work _except claims previously made in writing and still unsettled. No payment, however, final or otherwise, shall operate to release the Contractor or his Sureties from obligations under this Contract and the Performance Bond, Payment Bond, and other bonds and warranties, as herein provided. MAY 1986 22 GENERAL CONDITIONS TURWILA NO. HILL RESERVOIR - S18896B -CVOS PHASE 1 EXCAVATION SUPPLEMENTARY CONDITIONS LOCATION AND DRAWINGS LOCATION The location of the work is shown on the first sheet of the Drawings titled "Vicinity Map, Site Layout and Sheet Index." DRAWINGS The Drawings for the construction of North Hill Reservoir and Pump Station - Phase 1 Excavation consist of 8 sheets, entitled "North Hill Reservoir and Pump Station - Phase 1 Excavation" and dated December 1986. REVISIONS AND ADDITIONS TO THE GENERAL CONDITIONS The General Conditions are hereby revised as follows: ARTICLE "OWNER" Add the following: Wherever in these Documents the word "Owner" appears, it shall be understood to mean the City of Tukwila whose address is 6200 Southcenter Boulevard, Tukwila, WA 98188. ARTICLE "ENGINEER" Add the following: Wherever in these Documents the word "Engineer" appears, it shall be understood to mean CH2M HILL and their authorized representatives, acting either directly or indirectly as authorized agents of the Owner. ARTICLE "SPECIFICATIONS" Add the following: FEDERAL, STATE, COUNTY, AND LOCAL STANDARD SPECIFICATIONS Where portions of the work traverse or cross federal, state, county, or local highways, roads, or streets, and the agency in control of such property has established standard specifications governing items of work that differ from these Specifications, the most stringent requirements shall apply. S18896.B1 DECEMBER 1986 1 SUPPLEMENTARY CONDITIONS TUKWILA NO. HILL RESERVOIR S188968 -CVOS PHASE 1 EXCAVATION The Contractor shall comply with all regulations and requirements of the State Highway Department and the County Road Department wherever the work traverses or crosses state or county highways. ARTICLE "LINES AND GRADES" Add the following: The Engineer will establish the centerlines of principal structures, roads, pipelines, and facilities, and set bench marks convenient for the Contractor's use as necessary to establish the basic layout. It will be the Contractor's responsibility to lay out the work from the lines set by the Engineer and to transfer elevations from bench marks. Where new construction connects to existing facilities, the Contractor shall check and establish the exact location prior to construction of the facilities. When the Contractor elects to use the laser beam method of maintaining grade and alignment of the pipeline, the Engineer will establish the centerline and cut -to -flow line of each manhole by means of a stake. In addition, offset stakes indicating the cut -to -flow line will be set at each manhole and at approximate 200 -foot intervals along the line. If the laser beam method is not used, the Engineer will establish the location of the sewers by means of offset stakes set at each manhole and at 25 -foot intervals, and will indicate cut -to -flow line of each stake. In addition to providing a cut -to -flow elevation on stakes, the Engineer will provide the Contractor with Cut Data Sheets for establishing elevations. In the event of a discrepancy in the cut mark on the stake and the cut data provided, the Contractor shall request clarification from the Engineer before proceeding with the work. In all cases, it shall be the Contractor's sole responsibility to lay out the work from the offset stakes and Cut Data Sheets provided by the Engineer and establish any additional elevations as may be required to carry out the work. The Engineer will not be responsible for any elevations given other than those indicated herein for the sewers. In the event of a discrepancy in the Cut Data Sheet and cut mark provided by the Engineer, the Contractor shall request clarification before proceeding with the work. The Contractor shall notify the Engineer in advance of the time when the grade and line will be needed. The Contractor will not be allowed extensions of time or S18896.81 DECEMBER 1986 SUPPLEMENTARY CONDITIONS 2 TURWILA NO. HILL RESERVC: S18896B -CVOS PHASE 1 EXCAVATION damages because of delays caused by insufficient line and grade, unless the Engineer has been notified 3 days in advance of such need. ARTICLE "INSURANCE AND LIABILITY ", SUBARTICLE "COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE" Add the following: Provide Employer's Liability or "Stop Gap" Insurance in an amount not less than $100,000. ARTICLE "INSURANCE AND LIABILITY ", SUBARTICLE "GENERAL LIABILITY INSURANCE (INCLUDING AUTOMOBILE)" Add the following: The Contractor shall secure and throughout the duration of this Agreement comprehensive general liability insurance written on an occurrence basis with a minimum coverage of $1,000,000 per occurrence and $2,000,000 aggregate for personal injury and $2,000,000 per occurrence /aggregate for property damage. Said general liability policy shall name the City of Tukwila and CH2M HILL (authorized agents of the Owner) as an additional named insured and shall include a provision prohibiting cancellation of said policy except upon thirty (30) days prior written notice to the City. Certificates of coverage as required by this Section shall be delivered to the City within fifteen (15) days of execution of this Agreement and in any event before Contractor commences any work. ARTICLE "TAXES AND CHARGES" Add the following: The Contractor shall collect from the Owner and remit to the state, retail sales tax on the Contract amount as required by the laws, statutes, and regulations of the State of Washington and its political subdivisions. The Owner will claim any exemption from retail sales tax authorized by law. The Contractor shall pay all other federal, state, and local sales, use, and other taxes applicable to the work and the Contractor's activities under the Contract. The Contractor shall withhold and pay any and all sales and use taxes and all withholding taxes, whether state or federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may S18896.B1 DECEMBER 1986 3 SUPPLEMENTARY.CONDITIONS TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION S18896B -CVOs hereafter be required to be paid or withheld under any laws.., ARTICLE "REQUIREMENTS OF STATE LAW FOR PUBLIC WORKS PROJECTS" Add the following: When the Contract Documents concern public works of the state or any county, municipality, or political subdivision created by its laws, the applicable statutes of the State of Washington shall apply. For this reason, the following chapters of the Revised Code of Washington, to include the latest additions and revisions, are incorporated by reference as parts of these Contract Documents: A. 39.12 (concerning the prevailing wage rates to be paid to journeymen and apprentices on public works, the . certificates required required by the state in contracts for public works, the arbitrator in cases of dispute of wages, and the penalties involved if these statutes are violated). The Contractor shall pay not less than the prevailing rate of wages in accordance with Washington RCW 39.12.020. Certificates of wage payments by the Contractor shall be submitted to the Department of Labor, with a copy to the Owner, in accordance with RCW 39.12.040 and shall pay all fees associated therewith. Wage certification forms shall be provided by the Contractor. No workman, laborer, or mechanic employed in the performance of any part of this Contract shall be paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. The schedule of the prevailing wage rates for the locality or localities where this Contract will be performed is by reference made a part of this. Contract as though fully set forth herein. In case a dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State, and his decision therein shall be final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39.12.060, as amended. The Owner does not guarantee that labor can be procured for the minimum wages in the wage scale. The S18896.B1 DECEMBER 1986 SUPPLEMENTARY CONDITIONS TDI'WILA "-N6 HILL RESERVOI PHASE 1 EXCAVATIOW codemand=covered: under Article CODES, ORDINANCES, PERMITS, AN LICENSES in the General Conditions. In addition, and tos'ther extent not provided by the above inspections, the Contractor shall provide an inspection by an independent . safety inspector certified by the state or a federal or state (OSHA) representative qualified in the construction type being inspected, to determine that the facilities provided are in compliance with the state and federal safety requirements. Signed copies of the inspection reports shall be submitted to the Owner and Engineer. Violations or deficiencies noted therein shall be resolved prior to occupancy of the facilities and before final payment will be made. ARTICLE "BEGINNING OF THE WORK. Delete the article and-substitute with the following: Angy contingency within the schedule -,..: i.e., a .difference in tisibetween'the project's early completion and required Contract:_ completion date. and. float in the Overall Schedule, wilt belong to the project and not to the parties to the Contract. The Contractor shall not sequester shared float through such strategies as extending duration estimates to consume available float time or extensive crew /resource sequencing, etc. ARTICLE "DELAYS AND EXTENSION OF TIME" Add the following: No extension of time will be granted the. Contractor for delays to parts of the work which are not on the critical path defined in. the.. Contractor's . submitted ..schedule unless - the delay exceeds the float time available on-the path which contains the delayed item of work. ARTICLE "PARTIAL PAYMENTS" SUBARTICLE "PAYMENT" Add the following: Partial payments will be made payable to the Contractor on the day of the month to be mutually agreed upon at the pre- construction meeting. ARTICLE "PARTIAL PAYMENTS" SUBARTICLE "E. PAYMENT" Add the following to the end of the Subarticle: Partial payments shall be conditional upon prosecution of the work in accordance with the provisions of the Contract and, on Contracts for any public work in the State of Washington, upon filing with the Owner by the Contractor the wage certification form required by RCW 39.12.040. Add the following to the General Conditions: INDEMNITY. The Contractor shall indemnify, defend and hold harmless the Owner and the Engineer, their officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by an act, omission or failure of the Contractor, its officers, agents and employees, in performing the work required by this Agreement. With respect to the performance of this Agreement and as to claims against the Owner and the S18896.B1 DECEMBER 1986 7 SUPPLEMENTARY CONDITIONS nactstr,PARIVHILL RESERVOIR - PHASE- 1 EXCAVATION EnIgiheer, their officers, agents and" employees, the Coctor expressly waives its immunity under Title 51 of theRevised Code of Washington, the Industrial Insurance Act;-for injuries to its employees and agrees that the obligation to indemnify, defend and hold harmless provided for in this paragraph extends to any claim brought by or on behalf of any employee of the Contractor. This waiver is mutually negotiated by the parties. This paragraph shall not apply to any damage resulting from the sole negligence of the Owner or the Engineer, their agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the Owner or the Engineer, their agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Contractor, its officers, agents and employees. TUKWILA:NO.HILL RESERVOIR. 918896B -CVOS PHASE .1 EXCAVATION On:.Contracts for public works, final payment of the retied : percentage will not be made until after the Contractor has filed with the Owner the affidavit required by=RCW 39.12.040 certifying that he has paid not less than the prevailing rate of wages. S18896.B1 DECEMBER 1986 9 SUPPLEMENTARY CONDITIONS PART 4 SPECIFICATIONS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION ABBREVIATIONS Whenever in these Contract Documents the following abbreviations are used, the intent and meaning shall be interpreted as follows: AA AAMA AASHTO ACI AFBMA AGA AGMA AISC AISI AITC AMCA ANSI APA API AREA ASAE ASCE ASHRAE ASME ASTM AWI AWS AWPA. AWPB AWWA BHMA CBMA CDA CISPI CMAA CRSI Fed. Spec. HI HMI ICBO IEEE ICEA ISA JIC MMA NBHA NEC S18896.B1 01000 Aluminum Association Architectural Aluminum Manufacturers' Association American Association of State Highway and Transportation Officials American Concrete Institute Anti - Friction Bearing Manufacturers' Association American Gas Association American Gear Manufacturers' Association American Institute of Steel Construction American Iron and Steel Institute American Institute of Timber Construction Air Moving and Conditioning Association American National Standards Institute American Plywood Association American Petroleum Institute American Railway Engineering Association American Society of Agricultural Engineers American Society of Civil Engineers American Society of Heating, Refrigerating and Air - Conditioning Engineers, Inc. American Society of Mechanical Engineers American Society for Testing and Materials Architectural Woodwork Institute American Welding Society American Wood Preservers' Association American Wood Preservers Bureau American Water Works Association Builders Hardware Manufacturers' Association Certified Ballast Manufacturers' Association Copper Development Association Cast Iron Soil Pipe Institute Crane Manufacturers' Association of America Concrete Reinforcing Steel Institute Federal Specifications Hydraulic Institute Hoist Manufacturers' Institute International Conference of Building Officials Institute of Electrical and Electronics Engineers, Inc. Insulated Cable Engineers' Association Instrument Society of America Joint Industry Conferences of Hydraulic Manufacturers Monorail Manufacturers' Association National Builders' Hardware Association National Electrical Code DECEMBER 1986 1 ABBREVIATIONS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION NEMA National Electrical Manufacturers' Association NESC National Electric Safety Code NFPA National Fire Protection Association NLMA National Lumber Manufacturers' Association NWMA National Woodwork Manufacturers' Association OECI Overhead Electrical Crane Institute OSHA Occupational Safety and Health Act (both Federal & State) PS Product Standards Section - U.S. Department'of RLM Commerce RL RLM Standards Institute, Inc. RMA Rubber Manufacturers' Association SAE Society of Automotive Engineers SDI Steel Door Institute SSPC Steel Structures Painting Council TEMA Tubular Exchanger Manufacturers' Association TCA Tile Council of America UBC U.nifQr1n ,Building .Code UL Underwriters' Laboratories, Inc. WWPA Western Wood Products Association S18896.B1 DECEMBER 1986 ABBREVIATIONS 2 01000 Unless a particular issue is designated, all references to the above specifications, standards, or methods shall, in each instance, be understood to refer to the issue in effect (including all amendments) on the first published date of the Invitation to Bid. TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 01001 GENERAL REQUIREMENTS 1. PROJECT DESCRIPTION 1.1 GENERAL: 1.1.1 A brief description of the work is stated in the Invitation to Bid. To determine the full scope of the project or any particular part of the project, coordinate the applicable information in the several parts of these Contract Documents. 1.1.2 The following additional information, though not all- inclusive, is given to assist Contractors in their evaluation of the work required to meet the project objectives. 1.1.3 When completed, this-project will provide - the.. Owner ..with:..:: 1.1.3.1 Schedule A: A haul road and drain line in easements from the reservoir site to South 150th Street and a drain line in South 150th Street to Macadam Road. The drain line shall be connected to drainage system paralleling Macadam Road to be constructed under a separate contract and shall drain the site. 1.1.3.2 Schedule B: All work within the reservoir site property lines. Excavation to the limits shown providing suitable access, grades, and clearances for the construction of a prestressed post tensioned concrete reservoir and reinforced concrete pump station under a subsequent contract. The finished excavated site shall be well graded to drain and stable. 1.1.4 Components of this project include: 1.1.4.1 Schedule A: 15 -, 18 -, and 21 -inch drainpipe, manholes, catch basins, and inlets, including connection to the existing drain system at Macadam Road, and a construction haul road from the east end of South 150th Street to the reservoir site. 1.1.4.2 Schedule B: Common excavation of soil materials and weathered rock, and excavation of rock by non - explosive mining techniques; stabilization of excavation slopes by interim retaining walls as needed to achieve and maintain the excavation within limits shown; a site access road from 57th Avenue South to elevation 222.22; siltation control on the reservoir site; gabion wall; site perimeter security fencing and gates. S18896.B1 DECEMBER 1986 01001 1 GENERAL REQUIREMENTS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 2. SEQUENCE OF OPERATIONS 2.1 SCHEDULING: 2.1.1 Schedule A shall be completed first to allow all heavy construction traffic to the Schedule B site to be carried on the Schedule A haul road. 2.1.2 Plan the work and carry it out with minimum interference to the operation of any existing facilities. Prior to starting the work, confer with the Engineer and Owner's representative to develop an approved work schedule which will permit the facilities to function normally as practical. It may be necessary to do certain parts of the construction work outside normal working hours in order to avoid undesirable conditions. The Contractor shall do this work at such times as directed, and at no additional cost to the Owner. Do not make connections between existing work and new work until necessarx ins ectiQr ar �d- rtest� , gave. 41, en pn -the. -new- ,,work --and ' ifais found to conform in all - respects to the requirements of the Contract-Documents. 2.1.3 Work on existing facilities shall be performed on a schedule and in a manner that will permit the existing facility to operate continuously. 2.1.4 Work shall be performed between the hours of 7:00 a.m. and 6:00 p.m. on Mondays through Saturdays. Operation of heavy equipment, trucks, power generation equiment, or other activities on or around the site that result in sound levels unacceptable to the Engineer shall not be allowed outside of the time periods specified above. 2.2 COORDINATION: 2.2.1 Contractors shall cooperate in the coordination of their separate activities in a manner that will provide the least interference with the Owner's operations and utility companies working in the area, and in the interfacing and connection of the separate elements of the overall project work. 2.2.2 If any difficulty or dispute should arise in the accomplishment of the above, the problem shall be brought immediately to the attention of the Engineer. 2.3 SHUTDOWN OF EXISTING OPERATIONS OR UTILITIES: 2.3.1 Continuous operation of the Owner's existing drainage system is of critical importance. 2.3.2 Connections to existing services or utilities, or other work that requires the temporary shutdown of any existing operations or utilities shall be planned in detail with appropriate scheduling of S18896.B1 DECEMBER 1986 GENERAL REQUIREMENTS 2 01001 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION the work and coordinated with the Owner or Engineer. The approved schedule for shutdown or restart shall be indicated on the Contractor's Progress Schedule, and advance notice shall be given in order that the Owner or Engineer may witness the shutdown, tie -in, and startup. 2.3.3 All materials and equipment (including emergency equipment) necessary to expedite the tie -in shall be on hand prior to the shutdown of existing services or utilities. 2.4 PROGRESS OF PIPELINE CONSTRUCTION: 2.4.1 The work shall proceed in a systematic manner so that a minimum of inconvenience will result to the public in the course of construction. Backfill the trench so no section of properly laid pipe is left uncovered longer than is absolutely necessary. The safety conditions of open excavations shall be the Contractor's responsibility..._ Completely .backfill.. and clean .:.up..after;..each.section of pipe has been inspected and approved. 2.4.2 Clean up construction debris, excess excavation, excess materials, and completely restore fences, mailboxes, ditches, culverts, signposts, and similar items immediately following the final backfilling. 3. SITE CONDITIONS 3.1 SITE INVESTIGATION AND REPRESENTATION: 3.1.1 The Contractor acknowledges satisfaction as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, access to the site, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed . preliminary to and during the prosecution of the work, and all other matters which can in any way affect the work or the cost thereof under this Contract. 3.1.2 The Contractor further acknowledges satisfaction as to character, quality, and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the Owner or included in these Documents. Failure by the Contractor to become acquainted with the physical conditions of the site and all the available information will not .relieve the Contractor from • responsibility for properly estimating the difficulty or cost of successfully performing the work. 3.1.3 The Contractor warrants that as a result of examination and investigation of all the aforesaid data, the Contractor can perform S18896.B1 DECEMBER 1986 01001 3 GENERAL REQUIREMENTS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefor is assumed by the Owner. 3.2 INFORMATION ON SITE CONDITIONS: 3.2.1 General: Any information obtained by the Engineer regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities as applicable, and similar data will be available for inspection at the office of the Owner upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for the completeness or interpretation of such supplementary ilifocmation,. • 3.2.2 Topographic Maps: Topographic maps were used in the project design. Bidders may inspect such maps upon request to the Engineer, or may obtain copies upon payment of the reproduction cost. 3.2.3 Field Measurement: Where measurement of quantities depends on the elevation of the existing ground, elevations obtained in the field will be compared with those shown on the Drawings. Any variation of 1 foot or less will be ignored, and the profiles shown on the Drawings will be used. Any variation greater than 1 foot will be compensated for by holding the shape of the drawn profile but shifting each end vertically upward or downward by the amount of the variation. 3.3 SUBSURFACE INVESTIGATION: 3.3.1 Test holes have been excavated to indicate subsurface materials at particular locations. Neither the Owner nor the Engineer assumes any responsibility whatever in respect to the sufficiency or accuracy of borings made, or of the log of test borings, or of other investigations, or of the interpretations made thereof, and there is no warranty or guarantee, either expressed or implied, that the conditions indicated by such investigations are representative of those existing throughout such area, or any part thereof, or that unforeseen developments may not occur. 3.3.2 A log of test borings showing a record of the data obtained on subsurface conditions may be examined upon request to the Engineer. 3.3.3 The Contractor may make arrangements with the Owner for permission to conduct such additional subsurface investigation as may be necessary to verify existing conditions. S18896.B1 - .DECEMBER 1986 GENERAL REQUIREMENTS 4 01001 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 3.4 DIFFERING SUBSURFACE CONDITIONS: 3.4.1 In the event subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, the Contractor shall promptly, and before such conditions are disturbed, notify the Engineer in writing of such changed conditions. 3.4.2 The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ . and cause an increase or decrease in the cost of, or in the time required for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will -make: the final.decision:P4_a11.,Change Or.de._rs to._the Contract regarding any adjustment in cost or time for completion. 3.5 UTILITIES: 3.5.1 Known utilities and structures adjacent to or expected to be encountered in the work are shown on the Drawings. The locations shown are taken from existing records; however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accuracy or completeness. Contractor's request for additional compensation or Contract time resulting from encountering utilities not shown will be considered as set forth in Item DIFFERING SUBSURFACE CONDITIONS. 3.5.2 The following is a list of the major utilities serving the work area indicating the name and telephone number of the responsible authority of the various utilities which should be notified if conflicts or emergencies arise during the progress of the work: Utility Name Telephone No. Electric Seattle City Light 625 -3355 Electric Puget Sound Power & Light 225 -2464 Telephone Pacific Northwest Bell 235 -3604 Storm Drain Tukwila Public Works 433 -1800 Water Tukwila Public Works 433 -1800 Sanitary Sewer Tukwila Public Works 433 -1800 S18896.B1 DECEMBER 1986 01001 .5 GENERAL REQUIREMENTS TUKWILA NO. HILL RESERVOIR S18896B -CVOS ' PHASE 1 EXCAVATION 3.6 CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE: 3.6.1 Where the Contractor's operations could cause damage or inconvenience to telephone, television, power, oil, gas, water, or sewer systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. 3.6.2 Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. 3.6.3 Power poles less than 5 feet from the trench centerline will be removed or protected at no cost to the Contractor. Protect all other -poles from damage. If interfering power poles, telephone poles, guy wires, or anchors are encountered, notify the Engineer and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. 3.6.4 The Contractor shall be solely and directly responsible to ' the Owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. 3.6.5 Neither the Owner nor its officers or agents shall be ' responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. 3.6.6 In the event of interruption to domestic water, sewer, storm ' drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in restoration of service as promptly as possible and bear all costs of repair. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. 3.6.7 In the event the Contractor encounters water service lines that interfere with trenching, he mhy, by obtaining prior approval of the property owner, Water Department, or Fire Department as applicable, and the Engineer, cut the service, dig through, and restore the service with similar and equal materials at the Contractor's expense. 3.6.8 The Contractor shall replace, at his own expense, all existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. S18896.B1 DECEMBER 1986 GENERAL REQUIREMENTS 6 01001 ' TUKWILA NO. HILL RESERVOIR S18896B -CVOs PHASE 1 EXCAVATION 3.7 INTERFERING STRUCTURES: 3.7.1 Take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy of information shown cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION S18896B -CVOS required. Any damage to property, either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor as specified herein. The Contractor. shall remove, protect, and replace all fences or other items encountered on public or private payment will be authorized by the Engineer, Contractor final be required to furnish the Owner with written releases from property owners or public agencies where side agreements or special easements have been made by the Contractor or where the Contractor's operations, for any reason, have not been kept within the construction right -of -way obtained by the Owner. 3.9.2 It is anticipated that the required easements and permits will be obtained before construction is started. However, should the procurement of any easement or permit be delayed, the Contractor shall schedule and perform the work around these areas until such a time as the easement or permit has been secured. 3.10 LAND MONUMENTS: The Contractor shall notify the Engineer of any existing federal, state, county, city, and private land monuments encountered. Private monuments that are within 5 feet of the trench centerline shall be preserved, or replaced by a licensed surveyor at the Contractor's expense. When Government monuments are encountered, the Contractor shall notify the Engineer at least 2 weeks in advance of the proposed construction in order that the Engineer will have ample opportunity to notify the and reference these monuments for later replacement. authority 4. TEMPORARY CONSTRUCTION UTILITIES AND FACILITIES 4.1 TEMPORARY WATER: The Owner will provide a place of connection for temporary water at the site. The Contractor shall provide all temporary piping required to bring the water to the point of use and shall remove the piping when no longer needed. The Contractor shall install an acceptable metering device and pay for any water used at the current rate. 4.2 WATER FOR TESTING: The Contractor shall provide the necessary water required for testing equipment prior to acceptance of the work, unless otherwise specifically stated in the Specifications for the equipment, system, or facility. 4.3 TEMPORARY ELECTRIC POWER: Electric power will be available at or near the site. The Contractor shall determine the type and amount available and make arrangements for obtaining a separate electric power service and pay all costs. 4.4 SAFETY.REQUIREMENTS FOR TEMPORARY ELECTRIC POWER: Temporary power installation. shall meet the construction safety tty requirements of OSHA, state, and other governing agencies. S18896.B1 GENERAL REQUIREMENTS 8 DECEMBER 1986 01001 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 4.5 SANITARY FACILITIES:, The Contractor shall provide a chemical toilet of suitable type and maintain the facility in a sanitary condition at all times. This facility shall be accessible to the Contractor's personnel, the Owner, and the Engineer. The chemical toilet shall be of watertight construction so that no contamination of the area can result from its use. The facility shall conform to code requirements and be acceptable to the sanitary authorities. Upon completion of the work, the sanitary facility shall be removed and the area restored to its original condition. The facility shall be located within the fenced area and shall be screened from view from the east to the greatest extent possible. 4.6 ENGINEER'S TEMPORARY FIELD OFFICE: 4.6.1 The Contractor shall provide, maintain, and subsequently remove as his property, field office as specified below, for the free and exclusive use of the Engineer and his representatives. 4.6.2 The field office, equipped as specified, shall be available at the site for the Engineer's use prior to the start of any fieldwork under this Contract. The field office shall be located where directed in the northeast quadrant of the site within the fenced area, and relocated when necessary. 4.6.3 The Contractor shall maintain the field office in good repair and acceptable appearance and shall provide weekly cleaning service, local telephone service, and constant maintenance and replenishment, as applicable, of bottled water service. 4.6.4 Engineer's field office shall be equal in quality to that provided for the Construction Superintendent and shall have a minimum floor space of 100 square feet. If the Engineer's field office is to be located in the same structure as the superintendent's office, it shall be partitioned off and provided with a separate entrance. The Engineer's field office shall have the following features: A. Security guard screens on all windows B. Insulated double walls, floor, and roof C. Self- contained, built -in electric heater; Contractor to furnish electrical power D. Fluorescent ceiling lights E. Two 110 -volt duplex electric wall plugs F. Minimum interior height - 7' G. Minimum interior width - approximately 10' S18896.B1 DECEMBER 1986 01001 - 9 GENERAL REQUIREMENTS TUKWILA. NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION H. Features and equipment as follows: Number of offices 1 4.7 CONTRACTOR'S TEMPORARY FIELD OFFICE: The Contractor's , temporary field office shall be located in the northeast quadrant of the site, within the fenced area, and shall be screened from view . from the east to the greatest extent possible. ' 5. SAFETY AND CONVENIENCE 5.1 CONSTRUCTION SAFETY PROGRAM: ' 5.1.1 The Contractor shall develop and maintain for the duration of. this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. S18896.81 DECEMBER 1986 GENERAL REQUIREMENTS 10 01001 S18896.B1 DECEMBER 1986 01001 11 GENERAL REQUIREMENTS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 5.4.1 Comply with all rules and regulations of the state, county, and city authorities regarding closing or restricting the use of public streets or highways. No public or private road shall be closed, except by express permission of the Owner. Conduct the work so as to assure the least possible obstruction to traffic and normal commercial pursuits. Protect all obstructions within traveled roadways by installing approved signs, barricades, and lights where necessary for the safety of the public. The convenience of the general public and residents adjacent to the project, and the protection of persons and property are of prime importance and shall be provided for in an adequate and satisfactory manner. 5.4.2 Construction traffic to and from the site shall be routed along Macadam Road to South 150th Street and over the haul road. No heavy construction traffic to the site will be allowed along 57th Avenue South. Passenger vehicles may access the site along 57th Avenue South as approved by the Owner. Vehicles used by the Contractor's personnel for commuting to the site that cannot be safely parked within the boundaries of the site shall be parked in a location remote from the site as approved by the Owner. The Contractor shall provide means for shuttling personnel to and from the remote parking to and from the site as required. 5.4.3 Special traffic control provisions shall be provided for construction traffic along South 150th Street to maintain safe conditions for residents of the special care facility catering to physically and mentally handicapped individuals that occupies both sides of this street. Provisions shall be made for the safe conduct of handicapped pedestrians across the South 150th Street right -of- way at scheduled intervals on a daily basis, as well as adequate barriers, and additional provisions adjacent to the roadway that will restrict unsafe access to the street at all times during construction. Such provisions shall include, but may not be limited to, crossing guards, barricades, traffic control signals, signage, and all equipment and procedures necessary for protection of all pedestrians present. The schedule for crossing of the right -of -way by resident pedestrians shall be coordinated with the special care facility administration and the Owner. 5.4.4 Where traffic will pass over trenches after they are backfilled and before they are paved, the top of the trench shall be maintained in a condition that will allow normal vehicular traffic to pass over. Temporary access driveways must be provided where required. Cleanup operations shall follow immediately behind backfilling and the worksite shall be .kept in an orderly condition at all times. 5.4.5 When flaggers and guards are required by regulation or when deemed necessary for safety, they shall be furnished with approved orange wearing apparel and other regulation traffic - control devices. S18896.B1 DECEMBER 1986 GENERAL REQUIREMENTS 12 01001 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 5.5 PROTECTION OF PROPERTY: Protect stored materials, trees and crops, and other items located adjacent to the proposed work. Notify property owners affected by the construction at least 48 hours in advance of the time construction begins. During construction operations, construct and maintain such facilities as may be required to provide access by all property owners to their property. No person shall be cut off from access to his residence or place of business for a period exceeding 8 hours, unless the Contractor has made special arrangements with the affected persons. 5.6 USE OF EXPLOSIVES: The use of explosives is prohibited except as specifically authorized by the Owner as an alternative to non - explosive mining techniques. If the Owner approves the use of explosives, and an acceptable contract cost modification is negotiated, the Contractor shall: 5.6.1 Obtain and pay for the cost of the Blasting Bond in accordance with. the.: Instructions LTo r Bidders and._ any,permits..or _ licenses required for blasting, and make-arrangements for inspection if required by agencies having jurisdiction over such matters. 5.6.1.1 Use the utmost care so as not to endanger or damage life or property, cause slides, or disturb materials outside the limits of the trenches or excavations. The Contractor shall be responsible for any damage caused by the blasting operations. 5.6.1.2 Store all explosives in a safe, secure manner in compliance with federal, state, and local laws and ordinances, and mark all such storage places clearly DANGEROUS EXPLOSIVES. Do not leave explosives in an unprotected manner along or adjacent to any highway, street, alley, or other area where such explosives could endanger persons or property. 5.6.1.3 Explosives stored onsite shall not be left unattended. Such explosives shall be guarded 24 hours per day when the Construction Superintendent or authorized blasting personnel are not onsite. 5.6.1.4 Comply with the requirements of the Workmen's Compensation Board or similar appropriate public body having jurisdiction over use of explosives. Allow only persons experienced in the handling of explosives to use them on the work. Where state or local laws require, explosives shall be handled only by licensed personnel. 5.6.1.5 Provide all necessary approved types of tools and devices required for loading and using explosives, blasting caps, and accessories. Conform to, and obey, all federal, state, and local' laws, including Article 77 of the Uniform Fire Code, that may be imposed by any public authority, or to directions that may be given from time to time by the Engineer relative to the handling, placing, and firing of explosives. Do not blast adjacent to any portion of exposed work or structures, unless proper precautions are taken to S18896.B1 • DECEMBER 1986 01001 13 GENERAL REQUIREMENTS TUKWILA -NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION ensure that the structures and materials surrounding and supporting the same will:not be damaged by the blasting. 5.6.1.6 Notify the Engineer 5 working days in advance of planned blasting activities. All blasting shall be scheduled by the Contractor to occur within a designated time period during designated days. This schedule shall be submitted to the Owner for approval. No blasting shall occur unless it is in compliance with an approved blasting schedule. 5.6.1.7 When blasting rock, cover the area to be shot with blasting mats or other approved type of protective material that will prevent the scattering of rock fragments outside of the excavation. Give ample warning to all persons within the vicinity prior to blasting, and station personnel and provide signals of danger in suitable places to warn people and vehicles before firing any blasts. Unless otherwise approved by the Engineer, fire all blasts with an electric blasting machine =which shall not be connected in the circuit until just prior to the time for firing, and then shall be connected by the worker who will operate the blasting machine. 5.6.1.8 After a blast has been fired, the blaster shall make a careful inspection to determine that all charges have exploded before employees are allowed to return to the operation. Correct misfires in accordance with the requirements of the applicable portions of the state or local safety code for blasting. The Contractor shall be responsible for any and all damages to property or injury to persons resulting from blasting, or accidental or premature explosions that may occur in connection with his use of explosives. 5.7 BLASTING PRECAUTIONS AND METHODS: 5.7.1 When using explosives, the Contractor shall adopt precautions which will prevent damage to landscape features and other surrounding objects. Prevent the scattering of rocks, stumps, or other debris. Trees within an area designated to be cleared may be left as a protective screen for surrounding vegetation during blasting operations. Trees so left shall be removed and disposed of after blasting has been completed. 5.7.2 The Contractor shall use electric detonators, except under conditions which indicate the use of other methods. Requests for the use of other detonators shall be in writing, showing the reasons and accepting the responsibility therefor. Such requests shall be submitted to the Engineer and approved before another type of detonator is used. 5.7.3 Rock blasting and sidehill excavation shall not be done by means of "coyote" or "gopher" holes, except with the prior written consent of the Engineer. Approval will be only on the condition that the Contractor accepts full responsibility for the operations. S18896.B1 DECEMBER 1986 GENERAL REQUIREMENTS 14 01001 TUKWILA NO. HILL RESERVOIR S18896B -CVOs PHASE 1 EXCAVATION 5.8 FIRE PREVENTION AND PROTECTION: The Contractor shall perform all work in a fire -safe manner. He shall supply and maintain on the site adequate fire - fighting equipment capable of extinguishing incipient fires. The Contractor shall comply with applicable federal, state, and local fire - prevention regulations. Where these regulations do not apply, applicable parts of the National Fire Prevention Standard for Safeguarding Building Construction Operations (NFPA No. 241) shall be followed. 5.9 ACCESS FOR POLICE, FIRE, AND POSTAL SERVICE: 5.9.1 Notify the fire department and police department before closing-any street or portion thereof. No closing shall be made without the Owner's approval. Notify said departments when the streets are again passable for emergency vehicles. Do not block off emergency vehicle access to consecutive arterial crossings or dead -end streets, in excess of 300 linear feet, without special writb-err per- rni-saion --from -the- - f-i -re- department-. -- Conduct operations - with the least interference to fire equipment access, and at no time prevent such access. 5.9.2 The Contractor shall leave a night emergency telephone number or numbers with the police department, so that contact may be made easily at all times in case of barricade and flare trouble or other emergencies. 5.9.3 Maintain postal service facilities in accordance with the requirements of the U.S. Postal Service. Move mailboxes to temporary locations designated by the U.S. Postal Service, and at the completion of the work in each area, replace them in their original location and in a condition satisfactory to the U.S. Postal Service. 6. PRESERVATION, RESTORATION, AND CLEANUP 6.1 SITE RESTORATION AND CLEANUP: 6.1.1 At all times during the work, keep the premises clean and orderly, and upon completion of the work, repair all damage caused by equipment and leave the project free of rubbish or excess materials of any kind. 6.1.2 Stockpile excavated materials in a manner that will cause the least damage to adjacent lawns, grassed areas, gardens, shrubbery, or fences, regardless of whether these are on private property, or on state, county, or city rights -of -way. Remove all excavated materials from grassed and planted areas, and leave these surfaces in a condition equivalent to their original condition. Replace topsoiled areas. 6.1.3 All existing drainage ditches and culverts shall be reopened and graded and natural drainage restored. Restore culverts broken or damaged to their original condition and location. S18896.B1 DECEMBER 1986 01001 15 GENERAL REQUIREMENTS TUKWILA NO. HILL RESERVOIR 518896E -CVOS PHASE 1 EXCAVATION 6.1.4 Upon completion of pipe laying and backfilling operations, hand -rake and drag all former grassed and planted areas, leaving all disturbed areas free from rocks, gravel, clay, or any other foreign material and ready, in all respects, for seeding. The finished surface shall conform to the original surface, and shall be free - draining and free from holes, ruts, rough spots, or other surface features detrimental to a seeded area. 6.2 STREET CLEANUP DURING CONSTRUCTION: Thoroughly clean all spilled dirt, gravel, or other foreign material caused by the construction operations from all streets and roads at the conclusion of each day's operation. 6.3 DUST PREVENTION: Give all unpaved streets, roads, detours, or haul roads used in the construction area an approved dust - preventive treatment or periodically water to prevent dust. Applicable environmental regulations for dust prevention shall be strictly enforced. • 6.4 PRESERVATION OF DRAINAGE DITCHES: After backfilling, restore all storm drain ditches destroyed, damaged, or otherwise modified during construction to a condition equivalent, in the opinion of the Engineer, to the condition of the ditch before construction. Ditches so reconstructed shall be built in their original locations. 7. SUBMITTALS DURING CONSTRUCTION 7.1 GENERAL: 7.1.1 Requirements in this section are in addition to any specific requirements for submittals specified in other sections of these Contract Documents. 7.1.2 Submittals shall be addressed to Mr. Philip Fraser, City of Tukwila, Public Works Department, 6200 Southcenter Boulevard, Tukwila, WA 98188. 7.1.3 Submitted data shall: be fully sufficient in detail for determination of compliance with the Contract Documents. 7.1.4 Review, acceptance, or approval of substitutions, schedules, shop drawings, lists of materials, and procedures submitted or requested by the Contractor shall not add to the Contract amount, and all additional costs which may result therefrom shall be solely the obligation of the Contractor. 7.1.5 The Owner is not precluded, by virtue of review, acceptance, or approval, from obtaining a credit for construction savings resulting from allowed concessions in the work or materials therefor. S18896.B1 DECEMBER 1986 GENERAL REQUIREMENTS 16 01001 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 7.1.6 It shall not be the responsibility of the Owner to provide engineering or other services to protect the Contractor from additional costs accruing from such approvals. 7.1.7 No equipment or material for which listings, drawings, or descriptive material is required shall be installed until the Engineer has on hand copies of such approved lists and the appropriately stamped final shop drawings. 7.1.8 The review of drawings by the Engineer will be limited to general design requirements only, and shall in no way relieve the Contractor from responsibility for errors or omissions contained therein. 7.1.9 Submittals will be acted upon by the Engineer as promptly as possible, and returned to the Contractor not later than the time allowed for review in SHOP DRAWING SUBMITTAL PROCEDURE. Delays caused by the need for resubmittals shall not constitute reason for an extension of Contract time. 7.2 SHOP DRAWING SUBMITTAL PROCEDURE: 7.2.1 The Contractor shall submit four copies to the Engineer for his review, such shop drawings and catalog cuts for fabricated items and manufactured items required for the construction. Shop drawings shall be submitted in sufficient time to allow the Engineer not less than 10 regular working days for examining the shop drawings. 7.2.2 These shop drawings shall be accurate, distinct, and complete, and shall contain all required information, including satisfactory identification of items, units, and assemblies in relation to the Contract Drawings and Specifications. 7.2.3 Unless otherwise approved by the Engineer, shop drawings shall be submitted only by the Contractor, who shall indicate by a signed stamp on the shop drawings, or other approved means, that he (the Contractor) has checked and approved the shop drawings, and that the work shown is in accordance with Contract requirements and has been checked for dimensions and relationship with work of all other trades involved. The practice of submitting incomplete or unchecked shop drawings for the Engineer to correct or finish will not be acceptable, and shop drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in the proper form. 7.2.4 When the shop drawings have been reviewed by the Engineer, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the shop drawing may be rejected and one set will be returned to the Contractor with such changes or corrections S18896.B1 DECEMBER 1986 01001 17 GENERAL REQUIREMENTS TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION indicated, and.the Contractor shall correct and resubmit the shop drawings in•the same manner and quantity as specified for the original submittal, unless otherwise directed by the Engineer. If changes are made by the Contractor (in addition to those requested by the Engineer) on the resubmitted shop drawings, such changes shall be clearly explained in a transmittal letter accompanying the resubmitted shop drawings. 7.2.5 The review of such shop drawings and catalog cuts by the Engineer shall not relieve the Contractor from responsibility for correctness of dimensions, fabrication details, and space requirements, or for deviations from the Contract Drawings or Specifications, unless the Contractor has called attention to such deviations in writing by a letter accompanying the shop drawings and the Engineer approves the change or deviation in writing at the time of submission; nor shall review by the Engineer relieve the Contractor from the responsibility for errors in the shop drawings. 7.2.6 The "Contractor agrees that shop drawing submittals processed by the Engineer do not become Contract Documents and are not Change Orders; that the purpose of the shop-drawing review is to establish a reporting procedure and is intended for the Contractor's convenience in organizing his work and to permit the Engineer to monitor the Contractor's progress and understanding of the design. 7.3 SHOP DRAWING REQUIREMENTS: 7.3.1 Shop drawings referred to herein shall include shop drawings and other submittals for both shop and field - fabricated items. The Contractor shall submit, as applicable, the following for all prefabricated or manufactured items: A. Shop drawings, including dimensions, size and location of connections to other work, and weight of equipment B. Catalog information and cuts C. Supporting calculations for interim retaining walls to support the excavation D. Complete manufacturer's specifications, including materials description E. Special handling instructions F. Requirements for storage and protection prior to installation G. List of all requested exceptions to the Contract Documents 7.3.2 The submittals shall include satisfactory identification of items, units, and assemblies in relation to the Specification S18896.B1 DECEMBER 1986 GENERAL REQUIREMENTS 18 01001 TUKWILA NO. HILL RESERVOIR S188968 -CVOS PHASE 1 EXCAVATION - section number, and the system or equipment identification or tag number where shown on the Drawings or as provided in the applicable Specification section. 7.3.3 Should the Contractor propose any item on his shop drawings, or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory, (regardless of the Engineer's preliminary review), the Contractor shall, at his own expense, replace the item with another item that will perform satisfactorily.. 7.4 SUBMITTALS REQUIRED FOR FOREIGN - MANUFACTURED ITEMS: In addition to the submittal requirements stated above, suppliers of foreign- manufactured items shall submit the names and addresses of companies within the United States that maintain technical service representatives and a complete inventory of spare parts and accessories for each foreign -made item proposed for incorporation into the work. Failure to prove the foregoing capabilities shall be just cause for rejection of the foreign- manufactured items.. 7.5 RECORD DRAWINGS: The Engineer will prepare a set of Record Drawings for the project which will include the changes made in materials, equipment, locations, and dimensions of the work. Each month, or as otherwise agreed, the Contractor shall submit to the Engineer a current listing and description of each change incorporated into the work since the preceding submittal. 7.6 SUBMITTAL OF INTERFACE INFORMATION (CONNECTION AND RELATIONSHIP WITH OTHER WORK): Where called for on the Specifications, and as determined necessary by the Engineer, interface information shall be submitted as specified. This interface information shall be accurate, and contain all information necessary to allow the completion of detail design and construction of the interfacing or connecting work. The Contractor shall include in his negotiation for subcontract work, such agreements as may be necessary to ensure the accuracy of subcontractor's interface submittal information. In the event additional costs are incurred due to subsequent changes to information given in said interface information, such additional costs shall be borne by the Contractor. 7.7 SAMPLES AND TEST SPECIMENS: 7.7.1 Where required in the Specifications, and as determined necessary by the Engineer, test specimens or samples of materials, appliances, and fittings to be used or offered for use in connection with the work shall be submitted to the Engineer at the Contractor's expense, with information as to their sources, with all cartage charges prepaid, and in such quantities and sizes as may be required for proper examination and tests to establish the quality or equality thereof, as applicable. S18896.81 DECEMBER 1986 01001 19 GENERAL REQUIREMENTS TUKWILA NO. HILL RESERVOIR •S18896B -CVOS PHASE 1 EXCAVATION 7.7.2 All samples and test specimens shall be submitted in ample time to enable the Engineer to make any tests or examinations necessary, without delay to the work. The Contractor will be held responsible for any loss of time due to his neglect or failure to deliver the required samples to the Engineer, as specified. 7.7.3 Samples also shall be taken during the course of the work, as required by the Engineer. 7.7.4 Laboratory tests and examinations that the Owner elects to make in its own laboratory will be made at no cost to the Contractor, except that, if a sample of any material or equipment proposed for use by the Contractor fails to meet the Specifications, the cost of testing subsequent samples shall be borne by the Contractor. 7.7.5 All tests required by the Specifications to be performed by an independent laboratory shall be made at the sole expense of the Contractor. • 7.7.6 Material used in the work shall conform with the submitted samples and test certificates as approved by the Engineer. 7.8 CERTIFICATES OF COMPLIANCE WITH SPECIFIED STANDARDS AND CODES: 7.8.1 A Certificate of Compliance shall be furnished for materials specified to a recognized standard or code prior to the use of any such materials in the work. The Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Specifications. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate. 7.8.2 All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not. 7.8.3 The Engineer reserves the right to refuse permission for use of material on the -basis of a Certificate of Compliance. 7.8.4 The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. S18896.B1 DECEMBER 1986 GENERAL REQUIREMENTS 20 01001 ' TUKWILA NO. HILL RESERVOIR S18896B-CVOS PHASE 1 EXCAVATION 8. PAYMENT ' 8.1 GENERAL: Payment for the work in this section will be included as part of the lump sum bid or applicable unit prices stated in the Proposal. No payment for the Blasting Bond permits and licenses will be made unless blasting is authorized by Change Order. ' * * * TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 02015 MOVE IN AND SITE PREPARATION 1. SCOPE 1.1 WORK INCLUDED: This section covers the work necessary to move in personnel and equipment, set up all temporary offices, buildings, facilities, utilities, and prepare the site for construction, complete. 1.2 GENERAL: 1.2.1 The limits of the Owner's property or temporary easements are shown on the Drawings. 1.2.2 In the event additional space is required for the Contractor's operations, the Contractor shall make his own arrangements and pay for such additional space. 1.3 WORK INCLUDED HEREIN, BUT SPECIFIED IN OTHER SECTIONS: Section No. Item 01001 General Requirements 2. MATERIALS 2.1 TEMPORARY FACILITIES: The Contractor shall provide all temporary facilities as required for performing the work, including the facilities specified for the Engineer's use. See Division 1, Section TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES. 2.2 TEMPORARY UTILITIES: The names of utility firms serving the area are included in Division 1, GENERAL REQUIREMENTS. The Contractor shall obtain the necessary permits for connection to these services. 2.3 STORMWATER MANAGEMENT: Shall be the Contractor's responsibility. 2.4 SECURITY FENCE: Contractor's security fence may be constructed for the protection of the Contractor's materials, tools, and equipment. 2.5 PARKING FACILITIES: Provide parking facilities for personnel working on the project within the Schedule B fenced area where possible. Parking for vehicles that cannot be accommodated within the fenced area will be allowed only as specified in the Section GENERAL REQUIREMENTS. S18896.81 02015 DECEMBER 1986 MOVE IN AND SITE PREPARATION. TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 3. WORKMANSHIP 3.1 CLEARING THE SITE: Specified in Division 2, Section CLEARING, GRUBBING, AND STRIPPING. 3.2 LAYOUT: Set up construction facilities in a neat and orderly manner within designated area at location of choice. Accomplish all required work in accordance with applicable portions of these Specifications. Confine operations to work area shown. 3.3 OBSTRUCTIONS: 3.3.1 Some obstructions may not be shown. Bidders are advised to carefully inspect the existing facilities before preparing their proposals. The removal and replacement of minor obstructions such as electrical conduits, air, water, waste piping, and similar items shall be anticipated and accomplished, even though not shown or 3.3.2 Major obstructions encountered that are not shown on the Drawings, or could not have been foreseen by visual inspection of the site prior to bidding, should immediately be brought to the attention of the Engineer. The Engineer will make a determination for proceeding with the work. If the Engineer finds that the obstruction adversely affects the Contractor's costs or schedule for completion, a proper adjustment to the Contract will be made in accordance with the Article CHANGE ORDERS in the General Conditions. 4. PAYMENT 4.1 GENERAL: 4.1.1 Payment for the work under this section will be included as part of the lump sum bid amount stated in the Proposal. 4.1.2 Progress payments for the work under this section will be made according to the following schedule: When the percentage of the total Contract amount earned (not in- cluding the amount bid for the work under this section) equals: 2% 25% 50% 75% 100% For payment, the current percentage of the amount bid for the work under this section will equal: 25% 50% 75% 90% 100% 4.1.3 Retention from amount earned shall apply for the work under this section in accordance with Article PAYMENT in the General Conditions. S18896.B1 DECEMBER 1986 MOVE IN AND SITE PREPARATION 2 02015 ' S18896.B1 DECEMBER 1986 02015 3 MOVE IN AND SITE PREPARATION TUKWILA NO. HILL RESERVOIR S18896B -CVOs PHASE 1 EXCAVATION S18896.B1 DECEMBER 1986 02102 1 CLEARING, GRUBBING, _ AND STRIPPING TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 2.4.1 Definition: Grubbing shall consist of the removal and disposal of wood or root matter below the ground surface remaining after clearing and shall include stumps, trunks, roots, or root systems greater than 2 inches in diameter or thickness to a depth of 12 inches below the ground surface. 2.5 CLEARING, GRUBBING, AND STRIPPING LIMITS: 2.5.1 Schedule A: Complete clearing, grubbing, and stripping prior to the start of trenching and haul road construction. Obtain Engineer's approval before beginning excavation. Clear, grub, and strip the full width of the road and trench. Do not permit excavated material to cover brush or trees prior to disposal. 2.5.2 Schedule B: Clear, grub, and strip the site with the limits shown on the Drawings. Areas not to be cleared, grubbed, and stripped shall be protected from damage. 2.6 DISPbS . O 't CLEARING`' AND GRUBBING DEBRIS: 2.6.1 When burning is not prohibited, pile and burn all combustible material from the clearing and grubbing work. Burning shall be . executed in strict accordance with the provisions for FIRE PREVENTION AND PROTECTION in Section GENERAL REQUIREMENTS and in conformance with federal, state, and local laws relating to the prevention, air pollution control, and other restrictions in regard to burning materials. 2.6.2 Unburned material and noncombustible material shall be promptly removed from the site and disposed of in accordance with all local laws, codes, and ordinances. The Contractor shall bear full responsibility for lawful and safe disposal of all cleared and grubbed material. 2.6.3 During periods when burning is prohibited by state, federal, or local authorities, haul the material from the worksite and dispose of in accordance with state, federal, and local laws. 2.7 STRIPPING: 2.7.1 Definition: Stripping shall include the removal and disposal of all organic sod, topsoil, grass and grass roots, and other objectionable material remaining after clearing and grubbing from the areas designated to be stripped to a minimum depth of 1 foot. 2.7.2 Disposal of Strippings: Strippings will become the property of the Contractor and shall be removed from the site. S18896.B1 CLEARING, GRUBBING, AND STRIPPING 2 DECEMBER 1986 02102 ' TUKWILA NO. HILL RESERVOIR S18896B -CVOs PHASE 1 EXCAVATION AND STRIPPING S18896.B1 DECEMBER 1986 02200 1 EARTHWORK TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION outermost edge at the surface of roadways or shoulder; or ' (c) 0.5 foot .outside the exterior edge at the spring line of pipes and culverts. 1.2.8 Selected Backfill Material: Selected backfill material shall mean materials available onsite that the Engineer determines to be suitable for a specific use. ' 1.2.9 Imported Material: Imported materials shall be materials obtained by the Contractor from sources off the site. 1.2.10 Structural Fill: Structural fill shall be the fill materials as required under STRUCTURES, PAVING, etc. 1.2.11 Embankment: Embankment material shall be the fill materials required to raise the existing grade in areas other than under structures. 1.2.12- Sound Basalt: Sound basalt is defined as basalt rock exposed by rock excavation that is solid, unweathered, and relatively free of fractures, voids larger than 1/4 inch, and loose soil or gravel material. 1.3 EXCAVATION PERMIT: The Contractor shall obtain an Excavation Permit from the City of Tukwila prior to commencing work. The permit will require the posting of a $25,000 hauling bond as a security for payment of all haul route clean up and repair costs resulting from the Contractor's operations. 1.4 SUBMITTALS: 1.4.1 Submittals shall be made in accordance with the General Conditions, Section GENERAL REQUIREMENTS, and the requirements of this section. ' 1.4:2 Provide the following submittals: A. Certification, test results, source, and samples for all TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION A. All tests necessary for the Contractor to locate an acceptable source of imported material shall be made by the Contractor. Certification that the material conforms to the Specification requirements along with copies of the test results from a qualified commercial testing laboratory shall be submitted to the Engineer for approval at least 20 days before the material is required for use. All material samples used for testing shall be furnished by the Contractor at the Contractor's sole expense. Samples shall be representative and be clearly marked to show the source of the material and the intended use on the project. Sampling of the material source shall be done by the Contractor in accordance with ASTM D 75. Notify the Engineer at least 24 hours prior to sampling. The Engineer may, at the Engineer's option, observe the sampling procedures. Tentative acceptance of the material source shall be based on an inspection of the source by the Engineer and /or the certified test results submitted by the Contractor to the'Engineer, at the Engineer's discretion. No imported materials shall be delivered to the site until the proposed source and materials tests have been tentatively accepted in writing by the Engineer. Final acceptance will be based on tests made on samples of material taken from the completed and compacted course. The completed course is defined as a course or layer that is ready for the next layer or the next phase of construction. All testing for final acceptance shall be performed by the Engineer. B. Gradation tests by the Contractor shall be made on samples taken at the place of production prior to shipment. Samples of the finished product for gradation testing shall be taken from each 100 tons of prepared materials or more often as determined by the Engineer, if variation in gradation is occurring, or if the material appears to depart from the Specifications. Test results shall be forwarded to the Engineer within 48 hours after sampling. C. If tests conducted by the Contractor or the Engineer indicate that the material does not meet Specification requirements, material placement will be terminated until corrective measures are taken. Material which does not conform to the Specification requirements and is placed in the work shall be removed and replaced at the Contractor's sole expense. Sampling and testing performed by the Contractor shall be done at the Contractor's sole expense. 1.6 SHORING, SHEETING, BRACING, AND SLOPING: Install and maintain temporary shoring, sheeting, and bracing; interim retaining walls; and sloping necessary to support the sides of the excavation, to keep and to prevent any movement which may damage adjacent pavements, utilities, or structures, damage or delay the work, or S18896.B1 DECEMBER 1986 02200 3 EARTHWORK TUKWILA NO. HILL RESERVOIR S188968 -CVOS PHASE 1 EXCAVATION endanger life and health. Install and maintain shoring, sheeting, bracing, and sloping as required by OSHA and other applicable governmental: regulations and agencies. 1.7 EXCAVATION SAFETY:, The Contractor shall be solely responsible for making all excavations in a safe manner. Provide appropriate measures to retain excavation sideslopes and prevent rock falls to ensure that persons working in or near the excavation are protected. 1.8 CODES, ORDINANCES, AND STATUTES: Contractors shall familiarize themselves with, and comply with, all applicable codes, ordinances, statutes, and bear sole responsibility for the penalties imposed for noncompliance. 1.9 STANDARD SPECIFICATIONS: Standard Specifications, when referenced in this section, shall mean 1984 Standard Specifications for Road, Bridge, and Municipal Construction for the Washington State_Department of Transportation. Parts_of these Standard Specifications that are specifically - referenced"' shall become a part of this section as though stated herein in full. In case of a discrepancy between the requirements of the Standard Specifications and the requirements stated herein, the requirements herein shall prevail. 1.10 TOLERANCES: All excavations, fills, and embankments shall be constructed within a tolerance of 0.1 foot except where dimensions or grades are shown or specified as minimum (A line) or maximum (B line). All grading shall be performed to maintain slopes and drainage as shown. 2. MATERIALS 2.1 GENERAL: Provide all labor, materials, and equipment necessary to accomplish the work specified in this section. 2.2 CLASSIFIED EXCAVATION: 2.2.1 Rock Excavation (Definition S): 2.2.1.1 Rock excavation for the future reservoir and pump station above elevation 222.20 feet is defined as removal of solid material in ledges, bedded deposits, or unstratified masses which by actual demonstration cannot, in the Engineer's sole opinion, be reasonably loosened or ripped by a single - tooth, hydraulically operated ripper mounted on a crawler tractor in good condition rated at not less than 300 flywheel horsepower. The term "rock excavation" shall be understood to indicate a method of removal and not a geological formation. The demonstration may be waived if, in (the Engineer's opinion, the material is obviously unrippable. eRckr excavation, shall be- accomplidheed by- non- explosive_`m ning_techniques. Drilling and blasting for rock excavation will not be allowed except as specifically authorized by the Owner. S18896.B1 EARTHWORK DECEMBER 1986 02200 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 2.2.1.2 No payment will be made for the demonstrations required to determine if the material is rock. If the quantity of material classified as rock by the above definition exceeds the amount of rock excavation defined in the Proposal by twenty five (25) percent or more, the Owner reserves the right to negotiate a unit price for rock excavation by drilling and blasting and require that drilling and blasting be used for all rock excavation. In the event that the quantity of rock excavation . exceeds the amount of rock excavation defined in the Proposal by twenty five (25) percent or more, and a negotiated price for drilling and blasting acceptable to the Owner cannot be agreed upon, the Owner reserves the right to delete the actual amount of rock excavation required from the Contract. If rock excavation by drilling and blasting is elected by the Owner, no additional compensation will be allowed for rock excavation by non - explosive mining techniques. 2.2.1.3 Before rock excavation will be permitted, expose the material. by removing the common material above it. Then notify the Engineer. The Engineer and-the Contractor's represetitative.will together survey the surface elevation of rock to be removed and will record the information. After excavation of the rock has been completed, the finished excavation surface elevations and dimensions shall be surveyed by the Engineer and the Contractor. The Engineer will calculate the quantity of rock which shall be agreed upon with the Contractor for each occurrence where rock excavation as herein defined occurs. Quantities of rock as determined shall be made a matter of record by both the Engineer and the Contractor and any differences settled at the time. 2.2.2 Common Excavation (Definition S): 2.2.2.1 Common excavation above elevation 222.20 feet is defined as removal of all material not classified as rock excavation. The common excavation method shall be the responsibility of the Contractor. 2.2.2.2 The quantity of common excavation shall be measured in the following manner: 1. After clearing, grubbing, and stripping have been completed, notify the Engineer. 2. Prior to beginning common excavation, the Engineer and Contractor will together survey the ground surface elevation of the site. 3. After common excavation has been completed and prior to rock excavation (as defined herein), the Contractor and Engineer shall again survey ground surface elevations. 4. The Engineer will calculate the quantity of material removed within the maximum payment line. Quantities of S18896.B1 02200 DECEMBER 1986 EARTHWORK TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION common material shall be made a matter of record by both the Engineer and Contractor and any difference settled at the time. 2.3 BASE COURSE: Base course material shall conform to the requirements for Crushed Surfacing Base Course in Section 9- 03.9(3) of the Standard Specifications. 2.4 TRENCH EXCAVATION: 2.4.1 Rock Excavation (Definition T): 2.4.1.1 Rock excavation for trenches and structural excavation below elevation 222.20 feet is defined as the removal of all material which by actual demonstration cannot, in the Engineer's sole opinion, be reasonably excavated with a 195 or more flywheel horsepower backhoe equipped with a 19 -foot boom, general -duty ripper and = rock = points , or• equivalent equipment. The term "rock excavation" shall be understood to indicate a method of removal and not a geological formation. The demonstration may be waived if, in the Engineer's opinion, the material is obviously unrippable. Rock excavation shall be accomplished by non - explosive mining techniques. Drilling and blasting for rock excavation will not be allowed except as specifically authorized by the Owner. 2.4.1.2 No payment will be made for the demonstrations required to determine if the material is rock. If the quantity of material classified as rock by the above definition exceeds the amount of rock excavation defined in the Proposal by twenty five (25) percent or more, the Owner reserves the right to negotiate a unit price for rock excavation by drilling and blasting and require that drilling and blasting be used for all rock excavation. In the event that the quantity of rock excavation exceeds the amount of rock excavation defined in the Proposal by twenty five (25) percent or more, and a negotiated price for drilling and blasting acceptable to the Owner cannot be agreed upon, the Owner reserves the right to delete the actual amount of rock excavation required from the Contract. If rock excavation by drilling and blasting is elected by the Owner, no additional compensation will be allowed for rock excavation by non - explosive mining techniques. 2.4.1.3 Before rock excavation will be permitted, expose the material by removing the common material above it. Then notify the Engineer. The Engineer and the Contractor's representative will together survey the surface elevation of rock to be removed and will record the information. After excavation of the rock has been completed, the finished excavation surface elevations and dimensions shall be surveyed by the Engineer and the Contractor. The Engineer will calculate the quantity of rock which shall be agreed upon with the Contractor for each occurrence where rock excavation as herein defined occurs. Quantities of rock as determined shall be made a matter of record by both the Engineer and the Contractor and any differences settled at the time S18896.B1 DECEMBER 1986 EARTHWORK 6 02200 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 2.4.2 Common Excavation (Definition T): 2.4.2.1 Common excavation for trenches and structural excavation below elevation 222.20 is defined as removal of all material not classified as rock excavation. The excavation method shall be the responsibility of the Contractor. 2.4.2.2 The quantity of common excavation shall be measured in the following manner: 1. After clearing, grubbing, and stripping have been completed, notify the Engineer. 2. Prior to beginning common excavation, the Engineer and Contractor will together survey the ground surface elevation of the site. 3. After common excavation has been completed and prior to rock" excavation (as defined herein), the Contractor and Engineer shall again survey ground surface elevations. 4. The Engineer will calculate the quantity of material removed within the maximum payment line. Quantities of common material shall be made a matter of record by both the Engineer and Contractor and any difference settled at the time. 2.5 IMPORTED GRANULAR BACKFILL MATERIAL FOR PIPE BASE AND PIPE ZONE: Material for the pipe base and pipe zone shall conform to the requirements for Crushed Surfacing - Top Course and Keystone in Section 9- 03.9(3) of the Standard Specifications. 2.6 GRAVEL BASE: Gravel base material shall conform to the requirements for Aggregates for Gravel Base in Section 9 -03.10 of the Standard Specifications. 2.7 EMBANKMENT MATERIAL: Natural or crushed granular material, well - graded from coarse to fine, 6 -inch minus particles with a minimum of 80 percent by weight passing the 3 -inch square sieve, a minimum of 40 percent by weight retained on the No. 40 standard sieve, and a maximum of 12 percent by weight passing the No. 200 . washed sieve. Embankment material shall be free from roots, organic matter, trash, and other deleterious materials. _ 2.8 GEOTEXTILE FOR SEDIMENTATION CONTROL FENCE: 2.8.1 Geotextile for sedimentation control shall be constructed of polypropylene and /or polyethylene containing stabilizers to make filaments resistant to deterioration due to ultraviolet, ozone, weathering, and heat exposure. 2.8.2 Geotextile shall meet the following requirements. S18896.B1 DECEMBER 1986 02200 7 EARTHWORK TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION S18896B -CVOS 2.8.2.1 Geotextile for sediment control shall be a woven fabric designed to retain sediments contained in construction site water runoff; the-material shall be used to form a sediment control fence around and /or in the construction site and shall have material properties that meet or exceed the properties listed in the table below. Property Weight Thickness Grab Strength Grab Elongation Trapezoid Tear Strength Mullen Burst Strength Ultraviolet Radiation ( %strengths- Resistant e Retained Coef. of Permeability Equivalent Opening Size 2.9 WATER FOR COMPACTION: GEOTEXTILE. Test Method ASTM D 3776 -79 ASTM D 1777 -64 ASTM D'1682 -64 ASTM D 1682 -64 ASTM D 1117 -80 ASTM D 3786 -80 in ASTM D 4355 COE CW 02215 -77 Furnish as required. Result 2.5 oz /sy 17 mils 100 lb 30% max 65 lb 210 psi 50 lb /90% 0.0009 cm /sec 20 sieve 2.10 COMPACTION EQUIPMENT: 2.10.1 Compaction equipment shall be of suitable type and adequate to obtain the densities specified, and shall provide satisfactory breakdown of materials to form a dense fill. 2.10.2 Compaction equipment shall be operated in strict accordance with the manufacturer's instructions and recommendations. Equipment shall be maintained in such condition that it will deliver the manufacturer's rated compactive effort. If inadequate densities are obtained, larger and /or different types of additional equipment shall be provided by the Contractor. Hand- operated equipment shall be capable of achieving the specified densities. 2.11 MOISTURE CONTROL EQUIPMENT: Equipment for applying water shall be of a type and quality adequate for the work, shall not leak, and shall be equipped with a distributor bar or other approved device to assure uniform application. Equipment for mixing and drying out material shall consist of blades, discs, or other approved equipment. 2.12 GABION ROCKFILL: Materials used to fill gabion wall baskets shall range in size from .3 to 8 inches in diameter and meet the requirements specified in Section 6- 09.3(6)E of the Standard Specifications. S18896.81 DECEMBER 1986 EARTHWORK - 02200 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 2.13 GABION BASKETS: Gabion baskets supplied and used in constructing the gabion wall shall meet the requirements specified in Section 6- 09.3(6)8, C, and D and Section 9 -27.3 of the Standard Specifications. 2.14 GABION FILTER MATERIAL: Gabion filter material for backfilling behind the gabion wall shall conform to the requirements for Shoulder Ballast in Section 9- 03.9(2) of the Standard Specifications. 2.15 WIRE MESH: Wire mesh shall conform to the requirements of the Standard Specifications Section 8- 29.2(1) and (2), except galvanizing shall not be required. 3. WORKMANSHIP 3.1 GENERAL: 3.1.1 Where field measurement is necessary for payment of unit price items, the method of measurement and calculation of quantities shall be as specified herein. 3.1.2 The Contractor shall provide a competent employee during normal working hours to assist the Engineer, when required, in measuring quantities for payment purposes as the work proceeds. The Contractor shall cooperate with the Engineer so that the measuring may be accomplished with the least interference to the Contractor's operations. 3.1.3 Prior to beginning any excavation, the Contractor shall conduct a preconstruction survey of all structures within a 1/4 mile radius of the project site. During the preconstruction survey, existing structures shall be documented using a portable video cassette recorder as well as a written survey record sheet. The video tape shall have the time and date displayed on the screen at all times. A written log shall be prepared to record the address, time, and date for each structure surveyed. A copy of the video cassette and written record shall be submitted to the Engineer prior to- beginning the excavation work. 3.2 CLEARING, GRUBBING, AND STRIPPING: Complete clearing, grubbing, and stripping work as specified in Section CLEARING, GRUBBING, AND STRIPPING prior to beginning work in this section. 3.3 GENERAL EXCAVATION: Perform all excavation of every description, regardless of the type, nature, or condition of material encountered, . as specified, shown, or required to accomplish the construction. 3.4 STRUCTURAL EXCAVATION (FUTURE RESERVOIR, GABION WALL, PUMP STATION, AND EMBANKMENT): S18896.B1 DECEMBER 19.86 02200 9 EARTHWORK TUKWILA NO. HILL RESERVOIR 5188968 -CVOs PHASE 1 EXCAVATION 3.4.1 Common. Excavation: Excavation is classified. Remove all common excavation as required for the construction. 3.4.2 Rock Excavation: If encountered within the minimum ' excavation limits (A line), remove all material above rock; clean and expose rock surface satisfactory for examination, and measure surface elevation as specified previously. Excavate rock with suitable non - explosive mining equipment and remove within limits shown. 3.5 USE OF EXPLOSIVES: Refer to USE OF EXPLOSIVES in Section ' GENERAL REQUIREMENTS. 3.6 BLASTING PRODUCTION CONTROL FOR ROCK EXCAVATION: 3.6.1 If the Owner elects to negotiate a unit price for rock excavation by drilling and blasting, the rock excavation shall be accomplished as specified hereafter. 3.6.2 General: ; 3.6.2.1 The Contractor shall submit a description of his proposed method for performing rock excavation no less than 21 days prior to the start of blasting. The description shall explain typical hole positions, angle and depth of holes, type and quantity of explosives, method of initiation, and firing sequences. The work shall be conducted in such a manner that rock outside excavation limits and existing structures on properties within 1/2 mile of the site will be undisturbed and the shape of the excavation will be safe and stable while remaining within the lines and grades shown on the Drawings. 3.6.2.2 Rock masses outside excavation limits shall be preserved without damage. To help ensure against potential damage beyond the lines of intended excavation, the Contractor shall employ the best modern practice of controlled blasting methods. 3.6.2.3 The Contractor shall engage a consultant not currently in the Contractor's employ, i.e., an independent consultant, who is a qualified blasting specialist, to establish satisfactory blasting techniques as required in paragraph 3.6.2.1. 3.6.2.4 The Contractor shall assign to the blasting operations, and maintain on a full -time basis during the time that blasting is in progress, a supervisor of mature experience specialized in the use of explosives. The Contractor shall specify said supervisor no less than 21 days prior to the start of blasting and shall inform the Engineer in writing of the supervisor's experience in the use of explosives. 3.6.3 Production Blasting: ' S18896.B1 DECEMBER 1986 . EARTHWORK 10 02200 TUKWILA NO. HILL RESERVOIR - S18896B -CVOS PHASE 1 EXCAVATION 3.6.4.5 The Contractor shall be responsible for all damage caused by flyrock and shall be responsible for selecting the appropriate method for controlling fly rock. As a minimum, mats shall be used whenever blasting is performed within 100 feet of an existing structure. Mats, where used, shall be placed over the entire loaded area, and as a minimum extend at least 5 feet beyond the outside holes of each shot on all sides. The overlap of adjacent mats shall be at least 2 feet. 3.7 ROCK REMOVAL: Remove the rock to safe slopes within the limits shown or approved so that the excavation faces are sound and relatively smooth. 3.8 LIMITS OF EXCAVATION: It shall be the responsibility of the Contractor to excavate all materials to the lines and grades shown and within the limits shown as 'A' lines and 'B' lines. 3.8.1 'A' Line: Those lines on the Drawings shown as 'A' lines shall represent the minimum allowable excavation limits but.shall not represent excavation slopes. All areas enclosed by the 'A' line shall be free of obstructions (soil, rock, slope supports, or other) to the elevations shown at the end of the Contract. Underdrain trenches will not be considered obstructions. Site sections show vertical 'A' lines connecting the horizontal excavation surfaces. These lines do not define a designed slope, they outline the area that is to be free of obstructions. The Contractor shall be responsible for excavating to safe slopes. 3.8.2 'B' Line: The 'B' line shown on the Drawings is the maximum excavation payment line. Sections through the site shown on the Drawings show the location of the '8' line relative to the 'A' line. No payment will be made for any excavations extended beyond the 'B' line without prior written approval by the Engineer. 3.8.3 Where drilling and blasting of rock or non - explosive mining techniques fracture or loosen rock in areas beyond the 'B' line, the Contractor shall excavate and remove the loose material at no additional cost to the Owner. 3.9 REMOVAL OF WATER: Provide and operate equipment adequate to keep all excavations and trenches free of water. Remove all water during periods when concrete is being deposited, when pipe is being laid, during the placing of backfill, and at such other times as . required for efficient and safe execution of the work. Avoid settlement or damage to adjacent property. Dispose of water in a manner that will not damage adjacent property. Design dewatering system to prevent removal of fines from existing ground. 3.10 RESERVOIR AND PUMP STATION EXCAVATION SLOPES: 3.10.1 Excavation slopes for the future pump station and reservoir shall perform such that the following conditions are met. S18896.B1 DECEMBER 1986 EARTHWORK 12 02200 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 3.10.1.1 All slopes shalltibe constructed so they meet the safety requirements outlined in paragraphs 1.6 and 1.7 hereinbefore and to not allow earth movement beyond the 'B' line for a minimum duration of 1 year after completion of the Contract. 3.10.1.1.1 As a minimum level of protection of excavated slopes against erosion and /or rock falls during this and subsequent contracts, the Contractor shall install the following items: 1. Excavation slopes composed of materials susceptible to erosion shall be covered with a layer of 10 -mil polyethylene sheeting. The polyethylene sheeting shall be securely weighted and anchored to the slope so that it will stay in place for a minimum of 6 months after completion of this Contract. 2. Excavation slopes higher than 10 feet in materials susceptible to raveling shall be scaled and then covered with'wire mesh. The-wire mesh-shall be anchored at the top and draped down the side to the bottom of the excavation. The mesh shall be anchored using a method that will hold the mesh in place for at least 6 months after completion of this Contract. 3.10.1.1.2 The cost of performing scaling and supplying and installing the 10 mil polyethylene and wire mesh is considered incidental to the cost of excavation, therefore, no separate payment will be made for these items. 3.10.1.2 All slopes shall safely support normal construction vehicle traffic within 1 foot of the 'B' line at the ground surface. Normal construction vehicles shall be considered to include, but not be limited to, loaded dump trucks, track - mounted and tire- mounted earth moving equipment, and cranes. 3.10.1.3 All excavations shall remain within the maximum payment limits. If subsurface conditions are encountered during construction that prevent the Contractor from meeting the safety requirements while maintaining all excavation within the "B" line, interim retaining walls may be erected to support soil slopes. Interim retaining walls shall be constructed to perform as required in paragraph Interim Retaining Walls. 3.10.1.4 At least 10 days prior to commencing excavation at the . site, the Contractor shall provide the Engineer with a written copy of the proposed excavation plan. The plan will be used for review only, so the Engineer can judge how work is progressing. The plan shall describe how the Contractor plans to proceed with the work, the types of equipment expected to be used, the anticipated slopes that will be constructed in the different materials that may be encountered. The plan shall also include a figure showing the general approach to accomplishing the excavation. S18896.B1 DECEMBER 1986 02200 13 EARTHWORK TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 3.10.2 Interim Retaining Walls (Schedule B)r 3.10.2.1 Excavations shall not extend beyond the 'B' lines shown on the Drawings. If materials are encountered such that excavation sides, cut to safe slopes would extend beyond the 'B' line, the Contractor shall install Interim Retaining Walls as described below. 3.10.2.1.1 Interim Retaining Walls are expected to be similar to typical temporary retaining walls constructed on sites with limited space for external bracing. The Contractor shall be responsible for investigating subsurface conditions, selecting wall type, determining design adequacy, supplying materials, and construction of Interim Retaining Walls, complete. As a minimum, Interim Retaining Walls shall be designed and constructed to meet the requirements presented below. The Contractor shall submit to the Engineer for review, a preliminary contingent design for interim walls, within 20 days following the Notice to Proceed. 31102:1: 2 ' " The interim "wall sFtall "meet -ali ~safety' requirements as noted in paragraphs 1.6 and 1.7 of this section for a minimum of 1 year after installation. 3.10.2.1.3 The interim retaining walls shall be designed and stamped by a professional engineer licensed in the State of Washington in accordance with accepted engineering practice. 3.10.2.1.4 The interim retaining walls shall be designed to withstand horizontal soil pressures produced by the soil weight as well as horizontal pressures caused by normal loaded construction vehicles as described previously herein passing 1 foot away from the top of the wall. 3.10.2.1.5 Horizontal earth pressure loading diagrams vary depending on subsurface conditions and the type of retaining wall being designed. Therefore, the Contractor and the interim wall designer shall make their own assessment of the subsurface conditions and select a horizontal loading diagram that is appropriate for the type of interim retaining wall to be designed and constructed. The Contractor shall perform any additional subsurface investigations necessary for design of interim retaining walls. 3.10.2.1.6 No part of the interim retaining wall or the support system shall be allowed to be constructed within or crossing the 'A' line. 3.10.2.1.7 The Contractor shall develop and implement a plan for monitoring wall deflections, complete with a plan of action if excessive deflections are measured. 3.10.2.1.8 At least 10 days prior to erecting any interim retaining walls, the Contractor shall submit a written plan describing the S18896.81 DECEMBER 1986 EARTHWORK 14 02200 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION type of wall that will be constructed. The plan shall include a copy of the design calculations showing all assumed conditions, a description and cross section of the wall including member sizes, and a plan view showing the anticipated wall locations. In addition, the Contractor shall prepare and present an estimate of the cost to supply and construct the proposed wall system complete. The plan will be reviewed as described in the General Conditions to see that the Contractor has performed the work as intended by the specifications. The plan will not be reviewed for approval or rejection based on technical accuracy or wall performance. The Contractor retains all responsibility for checking technical accuracy and ensuring that the interim retaining walls are designed and constructed to perform as specified. 3.10.2.2 All interim retaining walls shall remain in service during subsequent construction of the reservoir and pump station under a separate contract; therefore these interim retaining walls shall not be assumed to have any salvage value. 3.10.2.3 All interim retaining walls shall be of the same type, although walls of varying heights are anticipated. 3.10.2.4 The time required for design and construction of interim retaining walls shall be anticipated by the Contractor and included in a schedule. Extensions of time will not be added to the Contract for delays caused by construction of interim retaining walls. 3.10.2.5 Payment for work related to design and installation of interim retaining walls shall be as described in PAYMENT. 3.11 FUTURE EMBANKMENT FOUNDATION PREPARATION: For future embankment construction, prepare the ground surface of the area shown for future embankment construction by using the following steps: 1. Perform clearing, grubbing, and stripping as specified previously. 2. After stripping, excavate the surface material to flat terraces that slope to the west at no more than 1 percent slope and follow the existing contours. 3. Terraces shall have a maximum width of 12 feet. 4. Actual finished elevations locations for each terrace are the responsibility of the Contractor. However, the elevation difference between adjacent terraces shall not exceed 2 feet. 5. The Contractor shall be responsible for constructing these terraces within the limits noted above and as shown on the Drawings. S18896.B1 DECEMBER 1986 02200 15 EARTHWORK TUKWILA NO HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 3.12 HAUL ROAD (SCHEDULE A) AND CONTRACTOR'S STAGING AREA AND ACCESS ROADJSCHEDULE B): 3.12.1 Subgrade Preparation: Clear, grub, strip, and excavate all material above the grades shown. Remove all material regardless of . type or nature including existing concrete structure not shown on the Drawings. Maintenance of the staging area, access and haul roads during this Contract are the Contractor's responsibility. However, upon completion of the work, as a minimum the Contractor shall leave the staging area and access road with a fresh 6 -inch thick layer of base course material at the elevations shown. Prior to placing fresh base course material, remove zones of soft or extremely wet material that may develop during work on this Contract. Repair all damage to the haul road so that upon completion of this Contract the completed haul road section conforms to the requirements of these Contract Documents. 3.12.2 Embankments.:, _ _ - ._. _ .... .� ... :� u yin r'r+iaae :..et .. .._ ...._. . 3.12.2.1 Construct haul road embankments using gravel base material. Place gravel fill over prepared subgrade in lifts not exceeding 8 inches thick and compact each lift to 95 percent relative compaction. 3.12.2.2 Construct access road embankment using embankment material specified hereinbefore. Place embankment material only after the subgrade has been prepared as specified for future embankments. Place embankment material in maximum 12 -inch thick lifts and compact to 95 percent relative compaction. 3.12.3 Common excavation is anticipated for this work. If rock is encountered (based on rock Definition S), notify the Engineer. The Engineer will determine whether the rock shall be excavated. Base the lump sum price for this work on excavation of common material. If rock is encountered, authorized in writing by the Engineer for excavation, and drilled and blasted, the payment will be increased by multiplying the rock quantity by the difference between Definition S rock excavation and common excavation unit prices in the Schedule A Bid Proposal. 3.12.4 Haul Road Base: After subgrade preparation is complete, place gravel base as described in Section 4 -02 Gravel Base of the Standard Specifications. 3.12.5 Crushed Surfacing: Install base course material over gravel base layer using procedures that conform to those described in Section 4 -04 Crushed Surfacing of the Standard Specifications. 3.13 FIELD DENSITY AND MOISTURE TESTS: The Engineer will periodically measure in -place density and moisture content by any one or combination of the following methods: ASTM D 2922, D 1556, D 2216, D 3017, or other methods selected by the Engineer. S18896.B1 DECEMBER 1986 EARTHWORK 16 02200 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION Cooperate with this testing work by leveling small test areas designated by the Engineer. Backfill test areas at Contractor's sole expense. The frequency and location of testing shall be determined solely by the Engineer. The Engineer may test any lift of fill at anytime, location, or elevation. 3.14 TRENCH EXCAVATION AND BACKFILL (SCHEDULE A): 3.14.1 Excavation: Excavate for the installation of the drain pipe and other trenches as shown. All obstructions, such as tree roots, stumps, abandoned concrete structures, and other material of any type shall be removed. 3.14.2 Trench Width: Minimum width of unsheeted trenches or the minimum clear width of sheeted trenches in which pipe is to be laid shall be 18 inches larger than the outside diameter of the pipe or as shown on the Drawings. Sheeting requirements shall be independent of trench width. 3.14.3 Shoring, Sheeting, and Bracing of Trenches: Supplying and using shoring, sheeting, and bracing necessary to maintain trench excavations in a safe, stable condition as specified in paragraphs. 1.6 and 1.7 shall be the responsibility of the Contractor and shall be considered incidental to this work. No additional payment will be authorized for pipe trench bracing beyond that included by the Contractor in the lump sum bid. 3.14.4 Removal of Water: Removal of water shall be accomplished as specified hereinbefore. 3.14.5 Trench Stabilization: If, in the opinion of the Engineer, the material in the bottom of the trench is unsuitable for supporting the pipe, excavate below the flow line to remove the unsuitable material, and backfill to the required grade with GABION ROCKFILL as specified hereinbefore. Payment for trench stabilization materials and installation shall be made on a force account basis as described in the General Conditions. 3.14.6 Pipe Base: Place a minimum 4 -inch thickness of granular pipe base of the type hereinbefore specified IMPORTED GRANULAR BACKFILL FOR PIPE BASE AND PIPE ZONE. Place for the full width of the trench and compact to 90 percent relative compaction with the top of the granular base at grade shown. Bed the pipe in the granular base so that the flow line is at the required grade and elevation. Place and finish the gravel base to grade ahead of the pipe laying operation. 3.14.7 Pipe Zone Backfill: 3.14.7.1 Backfill the pipe zone to 6 inches above the outside of the pipe for the full width of the trench with backfill material conforming to paragraph IMPORTED GRANULAR BACKFILL MATERIAL FOR PIPE S18896.B1 DECEMBER 1986 02200 17 EARTHWORK TUKWILA NO. HILL RESERVOIR S18896B -CVOS • PHASE 1 EXCAVATION BASE AND PIPE ZONE, as specified hereinbefore. Place in the trench in horizontal lifts not exceeding 6 inches in uncompacted thickness on both sides of the pipe. Pipe zone backfill below the springline shall be hand placed as necessary to ensure that no voids are present within the pipe zone backfill. Thoroughly tamp and supplement by "walking in" the material. Use particular attention in placing material on the underside of the pipe to provide a solid backing and to prevent lateral movement during the final backfilling procedure. 3.14.7.2 Compact imported pipe zone materials to a minimum 90 percent relative compaction. 3.14.8 Trench Backfill Above the Pipe Zone: 3.14.8.1 In trenches under all sidewalks, roads, parking piping, and similar facilities, deposit selected backfill in horizontal lifts not exceeding 8 inches in uncompacted Compact to not less than 90 percent relative compaction. subsequent damage caused by settlement of trenches at the Contractor's sole expense. areas, material thickness. Repair any 3.14.8.2 If the moisture content of the selected backfill is too high to allow the specified compaction at the time of excavation and cannot be dried by the time of trench backfilling, the Contractor shall use EMBANKMENT MATERIAL or other approved material for trench backfill above the pipe zone. Payment for EMBANKMENT MATERIAL for trench backfill in this instance will be in accordance with Section STORM DRAIN. 3.14.8.3 If the moisture content of the selected backfill is suitable at the time of excavation and is allowed to become too wet for backfilling, the Contractor shall use EMBANKMENT MATERIAL or other approved material for trench backfill above the pipe zone. The.. above substitution shall be made at the Contractor's sole expense and no additional payment will be made. 3.14.8.4 Where pipe trenches are constructed on slopes exceeding 10 percent, backfill of the pipe zone and trench above the pipe zone shall begin at the foot of the hill and progress upslope to provide a firm backing for the materials being placed. Backfill above the trench zone on these slopes shall be selected backfill placed in 12 -inch lifts and compacted to 90 percent relative compaction. • 3.15 DISPOSAL OF EXCESS EXCAVATION: Dispose of all excess excavated materials, not required for backfill or fills, outside of the area of work. Make arrangements for the disposal of the excavated material and bear all costs or retain any profit incidental to such disposal. 3.16 EXCAVATION FOR GABIONS: After clearing, grubbing, and stripping have been completed, excavate to the line shown leaving S18896.B1 DECEMBER 1986 EARTHWORK 18 02200 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION space for 6 inches of granular fill below the bottom elevation of the gabions or to a depth directed by the Engineer. 3.17 FOUNDATION PREPARATION FOR GABIONS: After the excavation has been completed, proof roll the excavation surface with a heavy vehicle to locate zones of soft or loose material. Notify the Engineer prior to proof rolling so that the Engineer may observe. If soft or loose zones are present, the Engineer may authorize the Contractor to overexcavate and backfill to a depth accepted by the Engineer. Authorized overexcavation and backfilling will be paid as described under PAYMENT. 3.18 GABION WALLS: 3.18.1 Gabion baskets supplied and used on construction of the gabion wall shall conform to the requirements for materials and installation presented in the Standard Specifications, Sections 6- 09.3(6)B, C, D, E, F, and G and 9 -27.3, Gabion Cribbing and Gabion Revetment. However, foundations for-the-gabions.shall be prepared as noted herein. Provide written certification from the gabion supplier that the materials supplied and installation meet the requirements of the Standard Specifications. 3.18.2 Minimum gabion unit weight after filling shall be 110 pounds per cubic foot. 3.18.3 Use gabion filter material to backfill behind the gabion walls to fill the zone extending to 1 foot below the top of the gabion and a distance of 3 feet behind the gabion. Place the base course material in lifts no thicker than 1 foot. Compact each lift to 90 percent relative compaction. 4. PAYMENT 4.1 GENERAL: 4.1.1 Payment for work included in this .section will be based on the unit and lump sum prices stated in the Contractor's Proposal. Payment will constitute full compensation for all labor, materials, and equipment required or specified to complete the work. This payment shall include payment for the Contractor's employee who is assisting the Engineer in determining common excavation and rock payment quantities. 4.1.2 Payment for the work in this section, exclusive of common and rock excavation, authorized overexcavation and backfill, interim retaining walls, and trench stabilization, will be included as part of the lump sum bid. 4.2 EXCAVATION: 4.2.1 Common: S18896.B1 DECEMBER 1986 02200 19 EARTHWORK TUKWILA NO. HILL RESERVOIR S188968 -CVOS PHASE 1 EXCAVATION 4.2.1.1 The unit price per cubic yard for common material presented by the Contractor in the Proposal shall be based on the cost to excavate and dispose of all authorized common excavation materials offsite. If the total volume of common excavation is within the range noted below, no increases to the unit price per cubic yard for common excavation will be authorized. There will be no increase to the unit price for common excavation that is ripped prior to removal. The cost of measuring common excavation and providing the minimum required common excavation slope protection shall be included as part of the unit price for common excavation or the lump sum portion of the earthwork. proposal. No additional payment will be authorized for these items. 4.2.1.2 The provisions for unit price negotiations in the event of an over or under run on the actual amount of work performed shall not apply unless the actual common excavation amount is more than 25 percent over or under the quantity presented in the Proposal. 4.2.2 "'tbtk : 4.2.2.1 The unit price per cubic yard for rock excavation presented by the Contractor in the Proposal shall be based on the cost for excavation and removal of material meeting the definition for rock as specified. The unit price shall be based on excavation of rock by non - explosive mining techniques. The cost of measuring rock quantities and providing minimum rock surface protection may be included in the Contractor's unit cost for rock excavation or the lump sum portion of the earthwork proposal. No additional payment will be authorized for these items. 4.2.2.2 The provisions for unit price negotiations in event of an over or under run on the actual amount of work performed shall not apply unless the actual rock excavation amount is more than 25 percent over. 4.2.2.3 No additional compensation will be allowed in the event that no rock excavation is actually performed. 4.2.3 Payment for overexcavation and backfilling and trench stabilization work that was authorized in writing prior to commencing the extra work will be made on a force account basis as specified in the General Conditions. 4.2.4 Payment for the cost of performing subsurface investigations, analysis, design, and submittals for Interim Retaining Walls will be incidental to the appropriate Lump Sum items or the Interim Retaining Wall allowance in the Bid Proposal. 4.2.5 Payment for supplying materials and installing interim retaining walls will be made on a cost reimbursement basis as described in the General Conditions. The Allowance for Interim Retaining Walls presented in the Bid Proposal is an estimate used S18896.B1 DECEMBER 1986 EARTHWORK 20 02200 TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION S18896B -CVOS for bid selection. The actual payment for this work may vary from the presented amount. If the payment for interim retaining walls differs from the stated allowance, cost /payment adjustments to other portions of the Contract will not be made. No separate payment will be made for sheeting, shoring, and bracing which does not remain in place after completion of the project. Payment for temporary sheeting, shoring, and bracing will be incidental to the appropriate Lump Sum items in the Bid Proposal. 4.2.6 The interim retaining walls installed under this Contract will remain in the ground. Therefore no salvage value shall be assumed. S18896.B1 DECEMBER 1986 02200 21 EARTHWORK TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 02444 CHAIN LINK FENCE AND GATEISI 1. SCOPE 1.1 WORK INCLUDED: This section covers the work necessary for the permanent and interim chain link fence and gate(s), complete. 1.2 GENERAL: 1.2.1 Like items of materials provided hereunder shall be the end products of one manufacturer in order to achieve standardization for appearance, maintenance, and replacement. 1.2.2 See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.3 SUBMITTALS DURING CONSTRUCTION: Submittals during construction shall be made in accordance with Division 1, GENERAL REQUIREMENTS. In addition, the following specific information shall be provided: 1.3.1 Shop Drawings: Submit shop drawings and installation drawings for the Engineer's review prior to fabrication and delivery. These drawings shall provide detailed information and specifications for all materials, finishes, dimensions, and erection instructions. 1.3.2 Samples: Prior to fabrication and delivery, submit to the Engineer for approval, samples (approximately 6 inches square,' or 6 inches long) of posts, rails, braces, fabric, wire, ties, fittings, etc. Approved samples of fittings may be used in the work when no longer needed by the Engineer for inspection and comparison purposes. 1.4 REFERENCE STANDARDS: Specification of Metallic- Coated and Polyvinyl Chloride (PVC) Coated Steel Chain Link Fence Fabric, published by Chain Link Fence Manufacturers Institute, Washington, DC 20036. 2. MATERIALS 2.1 GENERAL: 2.1.1 The use of a manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and • general configuration desired only. Products of other manufacturers will be considered in accordance with the General Conditions. 2.1.2 Permanent fence materials shall be new and products of recognized, reputable manufacturers. Used, rerolled, or regalvanized materials are not acceptable. S18896.B1 DECEMBER 1986 02444 1 CHAIN LINK FENCE AND GATE(S) TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 2.1.3 All materials shall be hot -dip galvanized after fabrication. Posts and other appurtenances shall have a minimum zinc coating of 1.2-ounces per square foot of surface. 2.1.4 Aluminum- coated fabric and wire may be substituted for the galvanized fabric and wire. Aluminum coating shall be not less than 0.40 ounce per square foot, complying with ASTM A 491, Class II. 2.2 PERMANENT CHAIN LINK WOOD SLAT FENCE: The chain link wood slat fence shall be 6 -foot high galvanized Cyclone Rustake brand with Type 1 framework and 3 -1/2 -inch by 5 -1/2 -inch chain link No. 9 wire mesh fabric, as manufactured by American Steel and Wire Division of U.S. Steel Corporation, or equal. Slats shall be redwood 2 -3/8 inches wide. Top and bottom selvage of wire fabric shall be knuckled. Provide continuous galvanized top rail, manufacturer's standard heavyweight galvanized line, corner, gate, and end posts, and all accessories and fasteners. Gates shall be of sizes shown and -shall =be! =the manufacturerle-s +ta•ndard -for .use -with the fence. Furnish all galvanized hardware for complete gate installation. 2.3 INTERIM CHAIN LINK FENCE: Chain link fence fabric, 6 feet high, woven of No. 9 -gauge wire in 2 -inch diamond -mesh pattern, . selvages twisted and barbed, galvanized after weaving with 1.2 -ounce zinc coating meeting the requirements of ASTM A 392, Class 1. Provide tension wire top and bottom. 2.4 POSTS: Federal Specification RR -F -191, fence, posts, gates, and accessories, except as hereinafter modified. Standard lengths for setting in ground or in concrete as required for conditions or as shown. 2.5 LINE POSTS: For fences up to 8 feet 0 inch high, use galvanized H- columns, 2 -inch by 2 -1/4 -inch, weight 4.1 pounds per linear foot; or 2 -1/2 -inch outside diameter, ASTM A 120, Schedule 40 steel pipe, weight 3.65 pounds per linear foot; or C- section roll- formed from steel meeting the requirements of ASTM A 570, Grade 45, 1.875 inches by 1.625 inches. 2.6 END, CORNER, ANGLE, AND PULL POSTS: For end, corner, angle, and pull posts, use 2.875 -inch outside diameter standard weight steel pipe, weight 5.79 pounds per linear foot; or 3.5 -inch by 3.5 -inch roll- formed section with minimum bending strength of 486 pounds under a 6 -foot cantilever load. 2.7 GATE POSTS: For single gates 6 feet wide to 13 feet wide, 4 -inch outside diameter, 9.1 pounds per foot. For other sizes, follow manufacturer's recommendations. 2.8 POST TOPS: Post tops shall be pressed steel, or malleable iron, designed as a weathertight closure cap for tubular posts. Provide one cap for each post, unless equal protection is afforded by combination post top cap and barbed wire supporting arm where S18896.B1 DECEMBER 1986 CHAIN LINK FENCE AND GATE(S) 2 02444 TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION S18896B -CVOS barbed wire is required. Where top rail is used, provide tops to permit passage of top rail. 2.9 TENSION WIRE: Tension wire shall be zinc- or aluminum - coated coil spring steel wire not less than No. 7 -gauge (0.177 inch in diameter). Provide tie clips of manufacturer's standard as approved for attaching the wire to the fabric, at intervals not exceeding 24 inches. 2.10. STRETCHER BARS: Stretcher bars shall be one -piece lengths equal to full height of fabric with a minimum cross - section of 3/16 inch by 3/4 inch. Provide one stretcher bar for each gate and end post and two for each corner and pull post. 2.11 STRETCHER BAR BANDS: Bar bands shall be heavy - pressed steel, spaced not over 15 inches on center to secure stretcher bars to tubular end, corner, pull, and gate posts. 2.12 TOP RAIL: l Not -less than = 18-- f'Otbtt =Ibrig tublila steel=, 1 -5/8 -inch outside diameter, weight 2.27 pounds per linear foot. Couplings to be outside - sleeve type and at least 6 inches long. Provide springs at one coupling in five to permit expansion in rail as recommended by the manufacturer. Top rail to extend through line post tops to form continuous brace from end -to -end of each stretch of fence. 2.13 BRACES: Brace pipe shall be of the same material as the top rail and shall be installed midway between the top rail and extend from the terminal post to the first adjacent line post. Braces shall be securely fastened to the posts by heavy - pressed steel and malleable fittings, then securely trussed from line post to base of terminal post with a 3/8 -inch truss rod and tightener. 2.14 FITTINGS: Malleable steel, cast iron, or pressed steel, galvanized to meet the requirements of ASTM A 153. Fittings to include extension arms for barbed wire, stretcher bars and clamps, clips, tension rods, brace rods, hardware, fabric bands and fastenings, and all accessories. Provide 45- degree bracket type supports to accommodate three strands of barbed wire. 2.15 BARBED WIRE: Four -point pattern with two strands of No. 12 -1/2 -gauge wire, and 1 -inch barbs 5 inches apart. Zinc- coated barbed wire shall meet requirements of ASTM A 121, Class 3; aluminum- coated barbed wire to ASTM A 585. 2.16 GATES: 2.16.1 Gates shall be swing as indicated, complete with latches, stops, keepers, and hinges or rollers and roller tracks. 2.16.2 Gate frames shall be constructed of tubular members welded at all corners or assembled with fittings. On steel, welds shall be S18896.B1 02444 DECEMBER 1986 CHAIN LINK FENCE AND GATE(S) TUKWILA NO. HILL RESERVOIR S18896B -CVOS TUKWILA NO. HILL RESERVOIR. S18896B -CVOS PHASE 1 EXCAVATION 3.1.2 Erect permanent fencing in straight lines between angle points by skilled mechanics experienced in this type of construction. Erect in accordance with the manufacturer's recommendations as approved and with these Specifications. Post holes shall be a minimum depth of 3 feet below finished grade. Holes for line posts shall be 9 inches in diameter. Holes for gate, corner, and pull posts shall be 16 inches in diameter. Space posts not more than 10 feet on centers and in true lines. Set posts plumb and to a depth of 2 feet 10 inches. The top rail of the fence shall be at the top of the fabric. Fill remainder of hole with concrete to extend around the posts to a point 2 inches above finished grade. The top surface shall have a crown watershed finish. After concrete has set, install accessories. Fasten chain link fabric to end posts with stretcher bars and clamps and to line posts and top rail with wire or bands at approximately 14 -inch centers and 24 -inch centers, respectively. Install three strands of barbed wire on the brackets, tighten, and secure at each bracket. Brace gate posts diagonally to adjacent,line•posts , to ensure stability.• •Hang gages and .adjust all hardware so that gates operate satisfactorily from open or closed position. 3.1.3 Erect interim fencing in straight lines between angle points by skilled mechanics experienced in this type of construction. Erect in accordance with the manufacturer's recommendations as approved and with these Specifications. Post holes shall be a minimum depth of 3 feet below finished grade. Holes for gate, corner, and pull posts shall be 16 inches in diameter. Space posts not more than 10 feet on centers and in true lines. Set posts plumb and to a depth of 2 feet 10 inches. Fill remainder of gate corner and pull post hole with concrete to extend around the posts to a point 2 inches above finished grade. The top surface shall have a crown watershed finish. After concrete has set, install accessories. Fasten chain link fabric to end posts with stretcher bars and clamps and to line posts with wire or bands at approximately 14 -inch centers. Brace gate posts diagonally to adjacent line posts to ensure stability. Hang gates and adjust all hardware so that gates operate satisfactorily -from open or closed position. 3.2 CLEANUP: Upon completion of the fence installation, clean up all waste material resulting from the operation. 4. PAYMENT 4.1 GENERAL: Payment for the work in this section will be included as part of the lump sum bid amount stated in the Proposal. S18896.B1 DECEMBER 1986 02444 5 CHAIN LINK FENCE AND GATE(S) TUKWILA NO. HILL RESERVOIR S18896B -CVOs PHASE 1 EXCAVATION 02501 STORM DRAIN 1. SCOPE cubic yard C. The water /cement ratio shall not exceed 0.49 D. Elliptical reinforcing is not permitted E. The area of the outer circular reinforcing cage shall not ' be less than 75 percent of the inner cage F. The Contractor shall provide the Engineer with a ' Certificate of Compliance from the pipe manufacturer that the pipe and concrete mix conform in all respects to these specifications and other nonconflicting requirements of the ' referenced ASTM Specifications 2.2 MORTAR: ,Mortar shall be standard premix mortar conforming to ASTM C 387, Type N, or proportioned 1 part portland cement to 2 parts of clean, well - graded sand which will pass a 1/8 -inch screen by volume with water added only as necessary to produce a stiff workable mortar. Admixtures may be used not exceeding the following percentages by weight of cement: Hydrated lime, 10 percent; diatomaceous earth or other inert materials, 5 percent. Consistency of mortar shall be such that it will adhere readily to the pipe. Mortar mixed for longer than 30 minutes shall not be used. 2.3 CONCRETE PIPE JOINTS: Joints h s all be B & S, rubber gasketed type and furnished by the pipe manufacturer. Joints to conform to ' ASTM C 443, including performance requirements for joints. Pipe manufacturer shall furnish lubricants for joints. 2.4 IMPORTED PIPE BASE AND PIPE ZONE MATERIAL: Conform to Section EARTHWORK. ' S18896.B1 DECEMBER 1986 02501 1 STORM DRAIN TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 2.5 CATCH BASINS: Comply with Section 7 -05 of the Standard Specifications for Road, Bridge and Municipal Construction of the Washington State Department of Transportation and Washington State Chapter of American Public Works Association, 1984 edition. Catch basins shall be Type 2 in conformance with Standard Plan B -lb. Catch basin steps shall be cast in the precast sections 12 inches on center and shall conform to Standard Plan B -24, Miscellaneous Manhole Details. 2.6 INLETS: Comply with Section 7 -05 of the Standard Specifications for Road, Bridge and Municipal Construction of the Washington State Department of Transportation and Washington State Chapter of American Public Works Association., 1984 edition. Inlets will be concrete inlets in conformance with Standard Plan B -4a. Eight -inch diameter outlet piping shall be plain concrete storm sewer pipe in with Section 9- 05.7(1). 2.7 .METAL -FRAME AND GRATE FOR CATCH BASIN AND INLET: Comply with Section 9 -05:15 of the Standard Specifications for Road, Bridge and Municipal Construction of the Washington State Department of Transportation and Washington State Chapter of American Public Works Association, 1984 edition. Metal frame and grate for catch basin and inlet will be in conformance with Standard Plan B -2a. Where specified on the Plans, a solid metal cover, in conformance with Standard Plan B -2, shall be furnished in place of the grate provided for on Standard Plan B -2a. Frames of all catch basins located in the roadway shall be installed with flange down. 3. WORKMANSHIP 3.1 CONCRETE PIPE: 3.1.1 Trench Excavation and Backfill: Conform to the requirements of Section EARTHWORK. Excess excavated material shall be disposed of off the site. 3.1.2 Preparation of Trench: 3.1.2.1 Imported Pipe Base Material: Conform to Section EARTHWORK. Provide imported pipe base material under all storm drain pipe. Hand -grade base to proper grade ahead of pipe laying. Base shall provide a firm support along entire pipe length between bell holes. Minimum depth of pipe base shall be 4 inches. 3.1.2.2 Bell Holes: Excavate bell holes at each joint to permit proper assembly and inspection of entire joint. 3.1.2.3 Dewatering: Provide and maintain ample means and devices to remove and dispose of water entering the trench during the laying operation to the extent required to properly grade the bottom of the trench and allow for proper compaction of the backfill in the pipe zone. Pipe shall not be laid in water. S18896.B1 DECEMBER 1986 STORM DRAIN 2 02501 TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION 3.1.3 Pipe Preparation and Handling: S18896B -CVOS 3.1.3.1 Inspect all pipe and fittings prior to lowering into trench to ensure no cracked, broken, or otherwise defective materials are being used. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after laying. 3.1.3.2 Use proper implements, tools, and facilities for the safe and proper protection of the work. Lower pipe into the trench in such a manner as to avoid any physical damage to the pipe. Remove all damaged pipe from the jobsite. Do not drop or dump pipe into trenches under any circumstances. 3.1.4 Line and Grade: 3.1.4.1 Do not deviate from line or grade, as established by the Engineer, more than 1/2 inch for line and 1/4 inch for grade, provided that such variation does not result_.in _a level..or_.reverse sloping invert. Measure for grade at the pipe invert - -not at the top of the-pipe--because of permissible variation in pipe wall thickness. 3.1.4.2 Establish grade for pipe by transferring the cut from the offset stakes established by the Engineer to batter boards set in the trench at maximum intervals of 25 feet. Maintain a minimum of three sets of batter boards with string line ahead of the pipe laying at all times. If batter boards in the trench prove impractical because of trench conditions, submit other methods of grade and alignment control to the Engineer for approval. 3.1.5 Laying and Jointing Pipe and Fittings: 3.1.5.1 Do not permit mud and foreign material to get into the pipe. During laying operations, do not permit debris, tools, clothing, or similar items to be placed in pipes. 3.1.5.2 Pipe laying shall proceed upgrade with spigot ends pointing in direction of flow. After a section of pipe has been lowered into the prepared trench, clean and lubricate the end of the pipe to be joined, the inside of the joint, and the rubber ring immediately before joining the pipe. Make assembly of the joint in accordance with the recommendations of the manufacturer of the type of joint used. Provide all special tools and appliances required for the jointing assembly. 3.1.5.3 After the joint has been made, check pipe for alignment and grade. The trench bottom shall form a continuous and uniform bearing and support for the pipe at every point between joints. Apply sufficient pressure in making the joint to assure that the joint is "home," as defined in the standard installation instructions provided by the pipe manufacturer. To assure proper pipe alignment and joint makeup, place sufficient pipe zone material S18896.B1 DECEMBER 1986 02501 3 STORM DRAIN TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION to secure the pipe from movement before the next joint is installed. Pipe shall be laid so the inside joint space does not exceed 3/8 -inch in width. 3.1.5.4 Take the necessary precautions required to prevent excavated or other foreign material from entering the pipe during the laying operation. At all times, when laying operations are not in progress, at the close of the day's work, or whenever the workmen are absent from the job, close and block the open end of the last laid section of pipe to prevent entry of foreign material or creep of the gasketed joints. 3.1.5.5 Take all precautions necessary to prevent the "uplift" or floating of the line prior to the completion of the backfilling operation. 3.1.5.6 Where nonreinforced pipe is connected to manholes or concrete structures, make connection so that the standard pipe joint is located not more than 1.5 feet from the outside edge of the structure. 3.1.6 Backfill at the Pipe Zone and Above the Pipe Zone: Conform to Section EARTHWORK, paragraphs 3.14.7 and 3.14.8. 3.1.7 Final Storm Drain Cleaning: 3.1.7.1 Prior to final acceptance by the Engineer of the storm drain system, completely flush or clean all parts of the system. Remove all accumulated construction debris, rocks, gravel, and other foreign material from the storm drain system. If necessary, use mechanical rodding equipment to remove accumulated mud, silt, and all other deposits from the system. 3.1.7.2 Upon the Engineer's final inspection of the storm drain system, if foreign matter and other construction debris are still prevalent in the system, reflush and clean the sections and portions of the lines as required. 3.1.8 Air Tests for Storm Sewers: The storm drain and appurtenances shall successfully pass an air test prior to acceptance and shall be free of visible leakage. Catch basins shall be tested as specified in Section CATCH BASINS AND INLETS. 3.1.8.1 General: 3.1.8.1.1 Testing Equipment and Procedure: Furnish all necessary testing equipment and perform the tests in a manner satisfactory to the Engineer. Any arrangement of testing equipment which will provide observable and accurate measurements of air leakage under the specified conditions will be permitted. Gauges for air testing shall be calibrated with a standardized test gauge provided by the Engineer at the start of each testing day. The calibration shall be witnessed by the Engineer. S18896.B1 DECEMBER 1986 STORM DRAIN 4 02501 TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 3.1.8.1.2 Time of Testing: Testing of sections of the constructed storm drain for acceptance will not be performed until all service connections and backfilling are completed between the stations to be tested. 3.1.8.1.3 Repairs: Repair or replace, in a manner approved by the Engineer, any section of pipe not meeting the air test requirements, at no cost to the Owner. 3.1.8.1.4 Subsequent Failure: Infiltration of groundwater, following a successful air test as specified, shall be considered as evidence that the original test was in error or that subsequent failure of the pipeline has occurred. The Contractor shall correct such failures in a manner approved by the Engineer and at no cost to the Owner should they occur within the warranty period. 3.1.8.2 Air Testing: 3.1.8.2.1 Procedure: A. After all plugs are in place and securely blocked, introduce air slowly into the pipe section to be tested until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pipe. Allow a minimum of 2 minutes for the air temperature to stabilize. Determine the height of the groundwater table, at the time of the test. B. The pipe and joints shall be considered as satisfactory when the time required in seconds for the pressure to decrease from 3.5 to 2.5 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pipe is not less than that computed in accordance with the following formulas: 1. For test sections with total internal pipe surface area equal to or greater than 625 square feet: 2 2 2 T = 0.01187 (D.L + D L :... D L •) 1 1 2 2 n n 2. For test sections with total internal pipe surface area equal to or less than 625 square feet: T = 28.33 2 2 2 D L + D L ... D L 1 1 2 2 n n D L + D L ... D L 1 1 2 2 n n S18896.B1 DECEMBER 1986 02501 5 STORM DRAIN TUKWILA NO. HILL RESERVOIR S18896B -CVOS ' PHASE 1 EXCAVATION 3. In the above formulas: T = Time in seconds D ,D ... D = Pipe diameters in test section, inches 1 2 n L ,L ... L = Lengths of pipe in test section, feet 1 2 3.2 CATCH BASINS AND INLETS: TUKWILA NO. HILL RESERVOIR S18896B -CVOS PHASE 1 EXCAVATION 3.2.6 Catch Basin Extensions: Install extensions in conformance with the details shown on the Drawings, and to height as required by Drawings. Extensions shall be watertight. 3.2.7 Catch Basin and Inlet Frames and Covers: Set frames so tops of covers are flush with surface of adjoining pavement or ground surface, unless otherwise shown or directed. 3.2.8 Hydrostatic Testing: All project catch basins shall be hydrostatically tested. The test shall consist of plugging all inlets and outlets and filling the catch basin with water to a height determined by the Engineer. Leakage in each catch basin shall not exceed 0.1 gallon per hour per foot of head above the invert. A catch basin may be filled 24 hours prior to time of testing, if desired, to permit normal absorption into the pipe walls to take place. Repair all catch basins that do not meet the leakage test, or are unsatisfactory from visual inspection, to conform to the requirements .h.e.rein.. 4. PAYMENT 4.1 GENERAL: Payment for the work in this section will be included as part of the lump sum bid amount stated in the Proposal. S18896.B1 02501 DECEMBER 1986 STORM DRAIN Stenood metal Iran and grate for catch Dann a Inds\ 2'-10• .I .2 i ©114 hoop Una N, RorP I /4" Eeponsion Joint: Cam cone. orb 9 OW Cent. Con. Curb Canals Goss C Unit Mr -2Q3 403 hoops 4t" ELEVATION s•1 z4• • PLAN E.E VAT ION UNIT S PLAN SECTION D-0 NOTES. CONSTRUCTION AT CURBS When required. riot and wear Mall be In accordance with WSDOT Standard Specltkatlons and meat the .tren$lh reguhanMte of Federsi Specification NR-F-52I D. Noting ur faces shall be flnted to assets man- roahing fit M he t with a y cover position. II -164.3 .P-t?-82 3 /0 el 7 /J-81 ll•.'r, J9 10 -7 -19 DATE E Rscitt OiLlis4rgt�otI_ Added 10 aim a. of (Mil r RD 16 r. TA 76 Gw 0Y • _ _. fe APP U apmler ;:•••••J ,,,c, ,.•. rr.r .r . Trot I Z � f_ N e( _._ NI1IDGI. N..roO mt wmy Irr.e�•l..M. 19/16_KS9 AM../ ..ee..., ••M. rode/ Revised' Comlruclnon AI Curbs. Leldl --- --- _' • _ - - -�^ _ . . . . NEVI. ^,IOk - _ - _ _., _ -._ Wes* pedfled otherwise, the tap shall M lent N or P. at the canton of Me Engineer. All reinforced oast -1, -plow concrete Mall be Class A. All pre- cast canoe Mall be Class AX. Nan - reinforced concrete awl be Class C. Two sections of Unit S moy he weed If remained. The goods lees of the lap Inside of any Wet pipe shall meet the centerline of the catch basin al a point no lower Mon the oode Ike of the lap inside of IM *Met pipe. Cutouts to pipe* as required will be mode by the Contractor Is the lines and grades glean by one Engineer. Any protrude. ends of pipes shell be Mimed flush with Me Inside walls and grinned to the satisfaction of the Engineer. The meld horn and grate Mal be M to a dope lo conform te Me particular drainage probMm. The home may be placed with bange dorm if approved by the Engineer. ReWercing steel shall be Grade 40 as Grade 60. CATCH BASIN TYPE 2 ...... acmeser 6,1979 STANDARD PLAN D -Ib I sue• r 8 pods 1 110 s 2• a I/8' thick Y,/ i /h%/.' / / I.v NI 4 M 4 314' I w2" • SECTION A —A SECTION B —B j DETAIL D S' dlo. M ,r1.1/ .. NOTES: Who specified M M. Woos of M the specie. pwuMb.s AM Solid Meld Cow for Ced* Boris Moll be baolebed in place of b pole provided No a Mondard else B =p. No oed'el. coapsnwtbn Moll be mods for raplooiq lbs pale dilb solid COM. Raised desire other .mn Os dimmed deWe deem Woos amp be used M approrad by be Eapiew. ::' DETAIL OF HANDLE SECTION C—C 9 -Is-.3rr RH4.d no'.. OATE 1 REVISION TXSS eri we bole Ire, SOLID METAL COVER FOR CATCH BASIN - raemw Noe .asoNeao____ w IONOPIL AMP VOMPOOO - VOON*R 18. 1883 STANDARD RAN B - 2 - - - - - - - - - - - - - - - - - - - —_ Air /8"R. or I/8 "Chamfer (Typ.) SECTION B -B 1....V4 Min. OPTIONAL RIB- BOTTOM VIEW SECTION C -C Tolerance" s0.- Spy' L. 3' to S• Draft permitted as needed. 2. wooing not prmltted. 1 CWnsnsions shall be f V16" tolerance mica P1 as noted. 4 Foundry name shall be embossed on top of prate. Lettering to be recessed V16: 5. Sealing of prate shall be accomplished by one at the following/ Alternate A shall be 8 pods I Ws 3/4" X V8" intsgrolly cost with the prate. Alternate B shall be a modnined surface outside o 17" circle, bottom ony. (See Section 6 -8). 6 Materials In accord with Oirisian 9 of Standard Specifications Section "METAL FRAME AND GRATE FOR CATCH BASIN OR INLETS.' 1. Moterdd used far gale did' be deegmted by intoning "OrlDuc.Ma)a CS'lCoei Sled) near Mks name. METAL FRAME ANO GRATE FOR CATCH BASIN ANO INLET rrr.rwr ONO .rrrr r•- -- 1111+rrA ran. rraw wrr•. MMOMM mom a.e.wbr/ 12, 1963 STANDAIDILAN B -2o 0 5. PLAN 2 03 r-r r-er SECTION A-A PRECAST UNIT fl BAR LIST . For Precast (lilt • All dimensions are out to out MARK LOCATION NO SIZE LENGTH BMW DIAGRAM I Bottom slob and side walls 2 3 3."......! 4.-11" ...4-...-1.11.0.11/.‘" -0" 1r sr-e 14 2 Bottom slob and side wells 2 3 —IT* " b I CI) 0 3 Skis web 2 3 le- 4" 46 Side mills I 3 7.-6" 2.-1" so Top ring I 3 V-4 0 °Two piece precast ad u-shand awning cowed e-5 r-ce 5 112n • • .1-- • 2(0.3 451;rmen SECTION B-B an • NOTES: Precast Niels mop be um et tie piece talk made of Chu AX mem Cost-in-place WIN mop be one or hie piece mareiderced wee of the woe went dlaminions es mast silts. end still be made of Class A cemerele. Concrete Inlets obit be set on • cosiermied ec ondlelorbed hoe foondotles I e3 Reinforce! cest-in-plece comaele shell be Class A. Nenrentereed compote seal be Clap C. All precast itencrete shift be Close AX. . 13 03 :5 Reinforces sisal deem Mildred. dell be Grade 40 or Ikeda 60. CONCRETE INLET MIII••11•10 ••••9101•111•• 111•••■1•1•••• WINO. IIMUMNINO• IP • MUM maws. 2'CLR TYP 2 "CLR TYP 2 "CLR TYP • — — r.. 4S 1 *6 Banat 7' Centers Bottom Face 96" TOP SLAB 46' 72' TOP SLAB 46'B 54' TOP SLAB *5 Ban ® 6' Center Bottom Face $114 Ban (a) 6' Centers Bottom Foes 3°4 I' DIA Galvanized Rebar L Be I NOTES Proprietary manhole steps are acceptable, provided that they conform to Section R, AASHTO M -199 and meet all MISHA requirements. Manhole step legs shall be parallel or approximately radial at the option of the manufacturer, except that all steps In any manhole shall be similar. Penetration of outer wall by a leg Is prohibited. z_ o2 HANDHOLD , 12 "MIN MANHOLE STEP NIZ lit Center to Canter 5" 24" aE1 4— *4 Bar —- -I "CLR GRADE RING 0 DROP RUNG MANHOLE STEP *8 Golv. Bar PREFABRICATED LADDER • 7 Galt Smooth Shel MISCELLANEOUS MANHOLE DETAILS . WON. ...•r,.. (esi� ems, ..�� November 8, 1985 STANDARD PLAN 6 -24 TUKWILA NO. HILL RESERVOIR PHASE 1 EXCAVATION 2.5 ASPHALT CONCRETE: S18896B -CVOS 2.5.1 Asphalt concrete for paving repair shall be Class B mix and all materials shall conform to the requirements of Section 5 -04 of the Standard Specifications. Portions of t referenced specification that are obviously not applicable type of work to be done shall be disregarded. 2.5.2 Submit a job mix formula and test results to the Engineer for examination 20 days prior to the delivery of any material to the project. hot -plant he for the 3. WORKMANSHIP 3.1 EXCAVATION AND BACKFILL: Excavation and backfill are specified in Section EARTHWORK. 3.2 TACK COAT: A tack coat_ of emulsified asphalt shall be applied tb the first lift of-the pavement- prior to placing the second lift. Application shall be at the rate of not less than 0.05 gallon or more than 0.15 gallon per square yard of surface. The exact quantity will be determined by the Engineer. 3.3 ASPHALT CONCRETE PAVEMENT REPLACEMENT FOR PIPE TRENCHES: 3.3.1 Subgrade: 3.3.1.1 Bring the trench to a smooth, even grade at the correct distance below the top of the existing pavement surface so as to provide adequate space for the base course and pavement. Saw cut existing pavement to a straight line to remove any pavement which has been damaged or which is broken and unsound to provide a smooth, sound edge for joining the new pavement. 3.3.1.2 Compact the subgrade with mechanical vibratory or impact tampers. Any subsequent settlement of the finished surfacing during the warranty period shall be promptly repaired by the Contractor at no cost to the Owner. 3.3.2 Asphalt Concrete: 3.3.2.1 Place the asphalt concrete on the prepared subgrade over the trench to a compacted depth of not less than 3 inches or the depth of the adjacent pavement, whichever is greater. Spread and level the asphalt concrete with hand tools or by use of a mechanical spreader, depending upon the area to be paved. Bring the asphalt concrete to the proper grade and compact by rolling or the use of* hand tampers where rolling is impossible or impractical. 3.3.2.2 The finished surface of the new compacted paving shall be flush with the existing surface and shall conform to the grade and crown of the adjacent pavement. S18896.B1 DECEMBER 1986 ROAD REPAIR 2 02601 ' TUKWILA NO. HILL RESERVOIR S18896B-CVOS PHASE 1 EXCAVATION 3.3.3 Surface Smoothness: The surface smoothness of the replaced pavement shall be such that when a straightedge is laid across the patched area between the edges of the old surfacing and the surface of the new pavement, the new pavement shall not deviate from the straightedge more than 1/8 inch. 3.4 CLEANUP: Clean up all debris and unused materials from the • paving operation. Clean all surfaces that have been spattered or defaced as a result of the paving operation. 4. PAYMENT 4.1 GENERAL: Payment for the work in this section will be included as part of the lump sum and applicable unit price amounts stated in the Proposal. _ DECEMBER 1986 ROAD REPAIR PART 5 DRAWINGS CITY OF TUKWI AI WASHINGTON NORTH HILL RESERIM R AND PUMP STATION PHASE I XCAVATION •,.. ?R''Tik4:0 4 ■••• — ir ".- - • .cl• :1 :-• '` N CITY OFFICIALS -MAYOR — GARY.L VAN DUSEN DIRECTOR OF PUBLIC WORKS — BYRON SNEVA CITY ENGINEER — ROSS EARNST PROJECT MANAGER PUBLIC WORKS -- PHIUJP R. FRASER -0 -INDEX TO DRAWINGS I. VICINITY MAP. SITE LAYOUT-AND SHEET INDEX .2. HAUL ROAD AND DRAIN PLAN AND PROFILE .3. HAUL ROAD 'ANDIDRAIN PLAN" AND PROFILE - 4. .MAUL ROAD. SECTIONS AND DETAILS . • .5. MISCELLANEOUS 1DRAIN DETAILS • • 8.- SITE-PLAN 7. SITE SECTIONS ,• • 8. MISCELLANEOUS-SITE DETAILS ESERV( ' ..;%\ -• VICINITY MAP • • :s. .1\ —• L... • . LOCATI SCALE: • MAP - • • • •• • ••.• • ','•.•'••■•••■•:•••:•;•,•‘ ••••L • • . . :NORTHMILLRESERV011i AND PUMP, S1ATION • PHASE44§E,XCAVATION . titiffiitaiiiiTE*OuT,LACtIO,T. SCJIMLESAIII' • • ...:::::ic Il \� w.Mv...j�....∎ —vim \��M _ t' `. .S1'JOfNST5Th14#Ni.3D• ' s +� -- rl+oo I r S O U T H 1507H STRF T 1 ........ DNN J ST4 0400 BEGIN 'VL _ R 04J � i' ' •�S I R 16 'C MR O Q\ E ST /NLE T AND 12• ' 36” RPE /0 SE \ PROJCC ; R VED FXSr R040Wf EYST 1P vC PIPE' 1 t '\ CONNECT EAST f2" % ' - AST ;vLrj.T m BE:' ▪ \ 40-HK' ORA /N K'P£ Q ; '� - REMO. CO ND REPLACED NOTES _ .. ,,. - s' 7l7 CZ / - C1 lV: rN L'B ! NOTES ,. `r.+ • 1. •woreraNcT.3iBEFiwa -134165f1.571, BE: SCALLZFRONE T&' fPORb. LV wECT /0,V 16" ChIP I ID CB f TO BE PUGGED AND /1 . 3An /CkV.'CC BY O:?JE.'.'S UPON I 1C0w1PLE7 %ON Ox- mACA(JAM .4Y`ga SD. . i —SD- �•- a E:XLSTWG RtX7.ta: PROPOSED h AUL 8040 /1E' D£PT I 014O ERTI LINE FENCE • SANITARY 3EIHER WATER (EX/STING) Er•y4 STORM OR4FfI, 'ISw) ORA/MAGE O.'TCN SA.SIh• 1-.S'7 F.'r!r P,• ('N5 / °/IM 7986 0 Fagm..NtA/7 EASEMENT _HPOR.4RY EASEMENT .f - O'ALOLA'S PLAN SCALA In FUT 0 A b SCALE: A t0 rr E AS- /. :I:.. -•1 -• • MATCH LINE :r4D'16 l rAPVd J:'1 :z 8 ( C • .1 • • jtC4 ry n�\ I � 50' VC ,I•i +w. 41,9 �Eti /STING. � • ' Rot/i/o •9 Q _ C i/AUL RL2 r-grw! fd5LP.:I Q SD ElTOAKE 5. 0.012 - -Q OF; slit/TH • - .'3J:h .S'RFET • B6 •:E ::L.: Ad.1.75 /AYE 1. S7A •4 iG l f5 ' *,,.)7;i•Nlfre,.'L. 160.09 1S:Aa:•••e'), •.'P (' 1 f44 TE !FL. «&e ▪ 444. c�•.C' 'NL 6' S7.4 fg. -C9. E)'LT I. .em fdO P OF1L .S. •' ,_121,4 9 ri.L, Ii'47 /E:.:L' 14!:.4.9 .E. our !45.09 LINEAR S.Di LENGT743 NOT BGLEA6LE -' !N' PxOIFIL.E.l SEE PLAN. . i .. it i 1 -- a DTA x1.11: PiI ir' r 4 I I,' R 11,. i CZ,/ t \, .974 r/ -?6. 40'..7: • - I_.'. 'Ci' 9F caw rG=.ti: •tT.oc t& ;N.I ?4.74 • . • • 7l1+IQOR4R}' .CZW.VEC: 40.1/ : • j • 'Mi ▪ Ms : 'If/RIMi Z' rain, EASEMENT ! • 4. — r- — — PROPOSED . RESERvO/R 5,7IF •---- I SEE SHEET 6.••• • • R$ITFFAN \ I carreituAtE fri &own in, miai.a. Atx4,2 a or re woe Eoac,wEvr ..........._:..__IFa-rjjFa6g ::: _Z- .: .6...- pRopeRrylpIISTZNO 0424OWALnve r:1110•.'":4*?*44!'i:1,117111::- .44-14g-all....4......._ nsvcEpAucosEO MAUL RD ft4s74 ......2.t. bscisv.retInver 3eagMettarave J*7744;7;4:: ....4°.; C.Aer TC421; SAS7INICIWN(NEWI. •••■••■•••••••■• atilINAGE: Orraw •• INLET DRAIN til resr PIT /MP) LOCATIONS FROM I966 CHZIA HILL ffvvESTIGAN)NS ro6•49;.- 9.7-5o ! It :1- ee.9.F.4.142/R OyeRnow 'gt fsa IP: I e.t I in 41 I", A t••• :1 Z'S Pf 1.7 -9 a 1• m.f,g.17•4:7,5 "E":- 4"-°•°° . • • • • • 1. ee Jg • . • 7 ,PPo I I • • . . • • • • • • • • • • • • • • C8 Ic); . • • I /76./.1.AAJP";9deR...475TEL ..•••13Z-SZ• 1----. • I, t•.& oey,r )98. It , 1 I ! ! • : I ! 1 1 ! I •1 l' 1 1 A ! re M i % • . s 4 ''..-• 1 4 • . Ni ; ; N .t;',.:;!: :..9.. 1 • • V . . . : ! S.' . _ ,•',!!!'!!•.' . - 1 --- ' - - . • . c • th_s- w.a 7 te XL- 3 7,liZie - 7 1 • • - , :55.•.:: • ! .. • itYrt , - • I . H : • - . I 1.4 — , e0000 • • • ; < • ; 41141 . k 1 %SO •. .. IMMO ,.. ; . :I;;, - . • :. .. : : 11 --- -L----2_757_ • . .: . • 1 't .• •. - " ' . - —. .. - •%! - : #4 . Z • 2 • • .1:ci - — . r--.7— • -*-----r — I i - . , 1 • .1 -. . 1 ! • ' : 1 • • - , • er4o12 8 . • -7oteines Set AT memo/ - • r-17 TIT M•0•41M■ • 7.3 ..••••■ :111■Nr.11L. FINISHED GRADE F. • le GRAVEL • r =isms° SASE COURSE 71/1WCAL CUT SECTION TYPICAL SEC770N • 1:;;' GRAVEL HAUL ROAD TYPICAL SECTION - mrs. y 4 c t • 5/ .SCPE36EtwEc..,,. = -cr ^. '.C3C5 • • k 01 of bl TN/CC4Je35 d8 : Or e.AOlUeee . pvANSAI Sac/Wee 45 SNOVN ca./ smear G o.O •/e• .CaAIY a r,Fe • TLeUCN •'oe L/Ne8 5/404/ 144.1M/ &co w/OTN. CYat /f C 8.6444.1- se zesFGK/8/.CLe roe seLteTiva •3.4 Pe excd V4T /4Id 91-OPE6 RP7e CO.16Teue T /QV USE 0.4111/0A/ Rt7K.t'F /LL FDR TRENCH STAB /L /ZA 77,V T YR /CG L PYRE T/ee/t/CAI 0ET.4 /(. Arm .ePRdGL t:n ss i 3/OEWAL/S 7D ot/B /u,4L C04./0/7 701.1 oe xrraz wveee 0a4i45eo ae ae vove.o or wbEC. ..”dSP/4LT CouCCerG ., NIveMEM - - 4./aTYN NOW 4t1C/dCe w /Gx/s7/.W vweir Ca „ ti PROV /DE P4".t1MOCKO/JT -: IN Ca I/ W/TN CT/P! 'AT EL 2/5.73 IN L/NE WI TN TR't•NCN COVED /NTE A- OR,O/N VV/7"N y. QQOLV 6TCEL A41EEN C!...444/wart7 OVER' AVOW' ISACKF/LL /A4Pioa•TED - GR00/VL/LAR• 604CKf /L L M4TE/lf/AL 403760. •/•E •ag.e. eNO.'1.,PZ ZONE eirAtra -.-$SEiR)** .; TA76LE COA,O CGWC AP/PE AACI - r:. 6TE F►t A 2 YYr� THAN 739P ELEUgT /ON/ . %N':iOG•EOJlTCi1lNCLr,' -W /TN _;> aCGT,o "1COa -Or • THQ ' .. "67,QNL':QTD SPEC /F'CQ7 v6 /NTRR /M ORA /N INLET NT$ 2500 PSI CONCRETE NOTE: •LOCATE CONCRETE P /PE AACHORS fiT a Fool /NTGTVI5LS AS • OHOWN ON IROFa S • •I SECT /ON :3t /2 "EW YP /CAL ASPHALT P4 VEME,t/T •ES TOEd T /OA./ .6eCT /O,U N. r 3. I. G "651N(TYPJ J -6'.1.6 ; /M CTaO /./Pe io NE r P/Rr arose Nansea g) • lA/a/ascw 7EEACU wen( o.O •/e• .CaAIY a r,Fe • TLeUCN •'oe L/Ne8 5/404/ 144.1M/ &co w/OTN. CYat /f C 8.6444.1- se zesFGK/8/.CLe roe seLteTiva •3.4 Pe excd V4T /4Id 91-OPE6 RP7e CO.16Teue T /QV USE 0.4111/0A/ Rt7K.t'F /LL FDR TRENCH STAB /L /ZA 77,V T YR /CG L PYRE T/ee/t/CAI 0ET.4 /(. Arm .ePRdGL t:n ss i 3/OEWAL/S 7D ot/B /u,4L C04./0/7 701.1 oe xrraz wveee 0a4i45eo ae ae vove.o or wbEC. ..”dSP/4LT CouCCerG ., NIveMEM - - 4./aTYN NOW 4t1C/dCe w /Gx/s7/.W vweir Ca „ ti PROV /DE P4".t1MOCKO/JT -: IN Ca I/ W/TN CT/P! 'AT EL 2/5.73 IN L/NE WI TN TR't•NCN COVED /NTE A- OR,O/N VV/7"N y. QQOLV 6TCEL A41EEN C!...444/wart7 OVER' AVOW' ISACKF/LL /A4Pioa•TED - GR00/VL/LAR• 604CKf /L L M4TE/lf/AL 403760. •/•E •ag.e. eNO.'1.,PZ ZONE eirAtra -.-$SEiR)** .; TA76LE COA,O CGWC AP/PE AACI - r:. 6TE F►t A 2 YYr� THAN 739P ELEUgT /ON/ . %N':iOG•EOJlTCi1lNCLr,' -W /TN _;> aCGT,o "1COa -Or • THQ ' .. "67,QNL':QTD SPEC /F'CQ7 v6 /NTRR /M ORA /N INLET NT$ 2500 PSI CONCRETE NOTE: •LOCATE CONCRETE P /PE AACHORS fiT a Fool /NTGTVI5LS AS • OHOWN ON IROFa S • •I SECT /ON :3t /2 "EW YP /CAL ASPHALT P4 VEME,t/T •ES TOEd T /OA./ .6eCT /O,U N. r 3. I. G "651N(TYPJ J -6'.1.6 ; /LrrMAA/E/VT 4M/AP1 .727 a/EOr i' �cavrA- .�crr�� emirates A.r 4 SEC GENERAL NOTES SM 7 . ,19NIsPeo 6Ri4ICU ---C' L/Ae, SEE GENERAL FFi .— 'TES 5M 7 • IMI$Lrl PE•K'E see se cr+enee ' _ _ 1 • • 8 a • . eiiove ALL eXOT • sTRu TWtes Ow .. .....: �- ,‘ 77113 SITE °I/MP STATION UJNVERMAIN / • , M , seoetal IR `Lx//N.'QrTCPP semoty matt i -� -^rmv: wiD7M • �ys�I1T4iN%CtT, /� � e1L:OPL"TRLyMG74�3/ `L�, Q•A3 -: ∎' % \ `.CGSGL DhG LJ4/EATEL.'. 222.20 • 259. G _,SCL Save:CAL AOTL's SNe r 7 1075' FIZA1.119 1 1111 SZ7IT.L'dN A L41er Aet0t2! !G. Z�tQO 7 `• RJMP STATION LIM DtA /N ,,BOTH - Z' AT INVGR RE5£RlA PPE THE ' •-,.EXCA✓ATE SMAOED AREA • -%.TO E!L•EYA7/ON 248 OR LOWER • . AS,REOLIIRED TO PORN STALE SICE SLOPES FOR • DEEPER EA'CANATIONS• - • •, /i5' - - (,DN,TRUC7 GMb4NKP4CNT AS SP5C:PrE AND SLG°E AGCESS ROAD Wv:.. P1LY eeTweeN TARGET EL2VA7/ON5 &GWN, WEST GW THE EXISTING CONTOUR. 7. eeseewale SEE SE VEPi4L .' ✓-7 'E SNEE7 7 r::.......::: •.... rte. ....._. -..- , ._ACGG65 RCbID _ t _ phi " " "' "'t, 2'40. oo POLLOM' EXIST /A 24 •. r' ....�� —_�y _. THE EX /sravo 24 • wa EAST OR. .. -. heaevo •r6+ nor 7v ae awe*. ewuaecv" ='- oR 1TR /PPeo. Ace.-1 7.22 se Awe:mimeo >sae eeriZ✓A'Lr' CAILLIN 4ICNT - ■:A'L /NE -AWL' GENERAL more S14* 7 rJ"cove- see GENERAL NOTE• Sit 7 • filNtar+ -el eIs r/ONSrx;OP. ,, :,. coNsrRUcrgo/e7reAt reo SURFi'nes,..;.. resrjrP4',A a , 9T e!- 7 Mercox . ,�► t/vyrar7oRr 270 I. 't50 0 U £30 C08.JTRAC70Q6 STAG/AIG AREA. PREPARE AREA FOR FUTURE EMSAA/KNEUT COA/STRUCT /OLI SY SaCKALLING LOW AREAS .W/ GRAVEL / UTURE CASE /WATERIAL TO RA /SE / EMSANRMENT SURFACE ELEVATIONS 70 SRAGeS CNOWAI ON PLAN V /SW PERMANENT PENCE AP/tOx /Mt EXISTING GROUND LINE 7 L Ir i FUTURE PUMP STAT/ L - -F —fin r INTER( /M PENCE (TO SE MOVED UNDER FUTURE CONTRACT) 7 I EXISTING PORTLAND CEMEAJT Com 3 /DENOOLK I CURS Ex/ST /ND ASHdALT 'yj CONE PAVING 270 EO0 RV' CR R7LLSO G' -ION L- RESERI /0/RJ P' -O•M/N 2t0 Eb EASE COURSE z ,,,..,. ,e'- LINE • ACCESS ROAD '- "(Tye) J IrEL 225 /e A' LINE .SEDIMENT .CONTROL FENCE SEE azNeE4.NOTE AND DETA /L 8 I �c. 2/8.10 _1Ld J I, 03.35' EL 21 00 APPIPOYAWATe 6MALGE OP AtieA' RED 3URPHCE /R71! P/J77JR'E EMDANKA/ENT AND G145/ON. ACTUAL SHAPE TO 86 DETERMINED SY THE CQV7 'ACTGK IN THE MELD 727 MEET REQUIREMENTS - DESCEISED IN 77YE SPECIFICATION EACKFILL WITHIN 3 FEET SENA/0 SAS/M/ WALL 1.151A10 GAS/OAI FILTER MATERIAL. PLACE f COMPACT MATERIAL /A/ 6 /A/CH LIFTS TO 90 PERCENT RELATIVE COMPACTION. • fXCAVAT /ON �f SECT /ON ( E SCALE: r./o•(/+G¢. EAST- -WEST SECT /Oh JEST) YCING NORTH EESERV0 /2 OUTLET PIPE -' reen=w IN F+'JCEORGUNG • - 240 L Z5OJ 1.1 PERMAUM ET FENCE :. :. _ Ii / 'SED/MEAJT COAJTROL FEAJC E APPROXIMATE .SHAPE OF SURFACE •PREPARED FOR F1J77JRE EMSAI/KMEA/T ACTUAL' SHAPE 7D SE DETe/e/wwCO RSV EOAJTRACTOR'• 8A5E0 uFY7N •REOUIREMEAJTS OF SPEC/F /CAT /CANS ACCESS ROAD, SEE i I GENERAL AJOTES. EL.. VARIES. II •' scale T22 DRAIN II • � APPROxL. aeOUND II _ A• -L /AJE = i e X//S77N6 . �-- FUTU.CE= `ICESE4 lK3hE. I 1 EL.222.20 \‘. 0" (7YP) EMSANKMEAJT MATER /AL "COMPACTED TO 95 PERCENT RELATIVE COMPACT/0U - 'ZOO 210 230 220 210 200 0 W W GESEAUSIM I. A LINES SNOW MINIMUM EXCAVATION SURFACES. A' LINES DELINEATE THE AREA WITHIN THE . EXCAVATION THAT SNAIL BE FREE OF OBSTRUCTIONS AT THE END OF THIS CONTRACT. • HORIZONTAL EXCAVATION SURFACES WITHIN' A' LINES SHALL BE RELATIVELY SMOOTH FLAT AND GUT TC THE TARGET ELEVATION; SHIOWN. OBSTRUCTIONS INCLUDE. BUT ARE NOT LIMITED TO. INTERIM RETAINING WALLS OR AvV PART OF THEIR SUPPORT SYSTEM. 2 9' UNES DELINEATE THE M.IXIMUM EXCAVATION SURFACE AND PAYMENT LIMIT. NO PAYMENT WILL BE MACE FOR EXCAVATION BEYOND THIS LANE UNLESS THE WORK IS RRST AUTHORIZED IN WRITING BY THE ENGINEER ALL LOOSE ROCK MATERIAL SWILL BE REMOVED FROM THE EXCAVATION AS SPECIFIED. - 3 CONSTRUCTION SLOPES SP A/LAE SELECTED AND CONSTRUCTED BY THE CONTRACTOR TO MEET TIE REOLXREAENTS M THE SPECIFICATIONS. WHERE EXCAVATION SURFACES CANNOT BE GJT,TO-SAFE SLOPES BETWEEN IRE* APID.15LINES CUE TO EXCAVATION PAYMENT UMIT • • -RESTR CTIOMI INTERN RETAILING WALLS MAY BE INSTALLED AS DESCRIBED IN THE - 190 XCAVA T /ON PROF /LE NE SPEOFICATIONS. A. THE ACCESS ROAD AND STAGING AREAS ARE INTENDED TO PROAIDE ACCESS TO THE EXCAVATION FOR CONSTRUCTION AFTER PHASE I IA NTENANCE OF THESE AREAS DURING PHASE 15 THE CANTRACTORS RESRONE B1UTY TIE CONTRACTOR SHALL LEAVE ACCESS ROAD AND STAGING AREA WITH A FRESHLY PLACED 6'RACK LAYER OF BASE COURSE MATERIAL TO THE ELEVATIONS SHOWN AND DETAILED. '5.. SEDIMENT CONTROL FENCES SHALL BE CONSTRUCTED BY THE CONTRACTOR USING SEDIMENT CONTROL GEOTEXRLE TO PFEVE?IT SILTY SURFACE RUMOR WATER FROM LEAVING THE SITE AS A 'M1NNAN INSTALL SEDRENT CONTROL FENCES AS SHOWN AND AS SRECRED. e CLEAN GRUB AND STRIP ENTIRE AREA EA WITHIN THE PROPERTY LIE EXCEPT AS MARKED 7. CONSTRUCT CATCH BARS II MIL RPHAE UNDER SCHEDULE A BAOKF$L AROUND CATCH BASIN It TO LEAVE CATCH BASIN IN STABLE CONDITION. . IL- RETURN ALL CONCRETE SIOEMMU.K GALS AND ASPHALT CONCRETE PAVEAIENNT TO ORIGINAL COIDRION GR BETA WHERE DIIIMMED OR REMOVED BY ANY wow FOR RAS PROJECT. /90 ■ORTH :HILL',RESERVOIR AND ;PUMP STATION _ • :.PHASE i ` EXCAVATION ; ■i?T ALL &AMIONG FKL GA.AON6 YV/TH SASAON ADCK f /LL . MGNO FIT om-re R FACES OP'ROCA' 7n PROV /OE ROOF SIJTFACE TMgT. /5 RE L A T/ vE t r /) = L AT) A V o PARALLEL To SASAST Se/RWACE TYPICAL ALL SASIONS. SLOPE TO MATCH EXST SURFACE E6PLACE MAT/V6 W/ EMSiNKMENT MATER' /AL TOP CLEVAT /OAJ AS AJOTap' ON PLALI SACCP /LL_ZOUS w/Tw /N 3 /GAS /ON PTLTSR MATERIAL ITH SEAL AND CONNECT GAS/ON QQGA T6 -AS SPECIFIED; TTP/CAL ALL DETAILS/ ~GRAVEL SA5e DEAL AND COAJNECT GASIOL/ SASKET5 AS LAOTED 01,I OCT reePaee 6Ue8IAOe AS are/ /eo roc ��g, /./re c Tvo ALL 580 — ?CO — ;PiO'� DETA /L ACTUAL EXCAVAT /OM SLOPE SELECTED 6r COAJTRACTOR AFTER 377HPP/AX! EXCAVATE TD DEPTPIS NECESSARY FAR 4' EMQA/VA.MENT. MIN /MUM LAVER SASS' MAT,.Eir/A/c" COURSE. COMPACT TO 93% RCLATI{'E COMPACTION (7YP ALL -AS /OLDS) DETA/ - ACKF/L.L AS 770 SEE Del AIL \1 F /LL GAS/ON QS AA97•eQ OET("T SLOPE EXIST /I We Ez CONeSE , AS ROCK FILLED GAIB /O/ ' - OCTR /L ZZS00 • (0074IL tor. leresT11GVR i (cies& . B L 255.00 • /oer4'4. DEL ZZj.O �OETAA I 4 EMSANECME/v IVATEC /AL DETA /L ( G 6 SECURE/ MOOD SL $RACED GROUND EL 2E2.0 DETAIL (Z1 _ \AP.AROX/MATE EX16TINC. GROUND SURFACE L TO GRADE - SACKF /LL AS NOTED SEE DETAIL. /--N FILL ANC SEAL GAS /ON AS NOTED ON CE-77• • — 4M /N /ML/M LAVER OF SASE COURSE ANCHORED ART POST (2X49 5' CENTERS :'ACE .260 530 — 540 — ' £50-- 550 GAIDuND I SACCKL. dJNO E NAR/ES.) i EXCAVATED OGI.Cm see more ow lire nt.aN� FUTURE PESE/rv0/R RESE 'VO/Ir OUTLET PIPE T7rENCH EXCAVATION /N.FORESPO /ND EL 5/896 -r — a- EAST OWORERTY LINE A L /N6 EL 54200 (EXCAVATION cam FUTURE PUMP STATION EL 522.00 z- EL 2/8.00 J =0' MAXIMUM .250 - -T —J MP S 2/0 — TAT /ON EACAVA T /O/V 'A' LINE '5' LING PUMP STAT /ON EXCM% r /ON PROF /L E SECURELY ATTACH SILT SECT / ON PENCE GEOTEXTILE TO. POSTS. NOR/Z VERT 6 SLP OPT GEOTEXT /LE 5ETWEEN POSTS £467- wss r SECT /ON ON NORTH 5/OE W /W /A'EMEr.V/ L1AGrAp L.00.r/N6 �At7H AACHOR GEOTEXT /LE AT LEAST G' CELOW GROUND SURFACE • - TO PREVENT TRANSPORT OP a PINES UNDER PENCE. DIMENT CONTROL 'VCE DETAIL .Ai" 4, 7 GAB /ON WALL 1..0NG /TU0 /NAL • SECT /ON I\ /VOR'TM -SOUTH ser-Trow LOOKING:. EAST NEN PERMANENT FENCE 'e' LINE IN - EAU:SMOL ND • L/I+IEAND EAST/NC, FENCE 70 REMAIN • • out .4w *tore- ;_eu,JA'. LINE -1 —r- : • AILITLIRERe6CTVCYR - • . EXCAVATED -DCAIC - sae NOTE cod 5174 PLAN I I I I I I I I I I Ir PUMP STAT /OA/ UNDER DRAM' TRENCH 'A' LINE EL. 222.20 • • '6' 4/NE i9'L /NE SCE GENEVIL NOTES 5i ear 7 '6' LIVE. J t' ' -O' MAXIMUM t .O' MIN TRENCH - WIDTH AT 5/435 .RESEK ✓O /K -: EXCA. v TI.ON, /I OFIL:E,;. '; • SECTON /-- /LY(MperZ VrR /11 AgrTM- :iOL/rm LEGIT OP D/7CH - PUMP STATION .UNDER ORAL! - TREAJCH IN . I °61►CKCrA:GvNo- I -I -T - —11T EL. 2/500 N 4 "A•LIA/E —b�! r •A• LIME \L = -- —J 0.0' MAXIAWM� RESEPVQo OUTLET PM'1 G - _ - - 7YrENCM EXCAVATION /N 64CXGRDNNfO EL2 /600 '6 L /NE PUMP STA i /b/V EXCAVAT /ON PROF /LE • SECT /ON . l./O'(Mi'.r/IIveRT) _ •6 IYORTI#1.60117N- SECTION AT SA.074NO OF PU�ii' STAT /CA, LOOT ' G P 5S�. . 3 F — Z60 :111 — es011E1 • — E40 -.1-' — -X30 — 2201 — ZAO Ili � I 11111111111111111111111 IN INN 1111111•1111111111111111M1 �I® ®IS romommormorrommorommormorrrossmosiommorearmaisumor rgoreo.-ry Lo4e, IYF 61cOUNC, L. Z41 b4- 24/.4 EXTRUDED 4 CURS of2A-ICIVE EXS r 97AW711225 Tyr, i•-• ,v(.; EILA ROCK- RETAINING WALL EWSTING-, TREE 70 SE SAVED . . /27.14,4PLE GROUND EL 244., n 'FLA/VS SN 27 • ..C*4 rrpZ, z•] LP'-/00 • / ......• ', • 0E7' 5 , 1 p.ox, SEE SW 27 - - rEi.e.•=woov E ezX 6C0.9169A: GROUND .0 et. 261.0 e6/. 0 0 E 5;4- Pr7CEF7C IV W CELL. IctOZ.E VER7F-Y- EX,4C-7- LOC/7770AI IN F7ELO S TIJ u FROM _POLE 4/YO STAKE "FOR' USE Er R7WV" -H(ME PLANNING DEPT. MAR 19 1986 If RE5EkVOIR Tor Or' eL 22 Se, .28 • •51.0 /1-7EL/7),- CT COM.-7,P.4R lE/s., r SEE ssi 27 PUMP STATION 244 Ter op E.A5.0 5L-A9 (War wen.") et- ens 7:1456YR9 14vr-.° :79 • teDI 261.0 CONNECT TO EXISTING ..........,77,----- 801 <0 INVT 259 -I- N.,. INVT. .15* 14. DI RESERVOIR DRAIN OVERFLOW SEE • 4..,,..EK'744E7-E7r LW 'ED99//V SEE S,N 7 13. NON-PERFORATED UNDERDR4IN CATC SEE INLET /Alter 15AS TA 216. T 214. TVP) 40 RI&PrT OP /1./VT 2/226 ay couc) pftopS.XTY TYP VT 209 7-'0 A/ SHT4 2/2.0 EOe - PER ORATED 2,0 zitz 238 ea, EXISTING WOODEN FENCE TO REMAIN 2XE3 TING FENCE 70 REA-TA/Al-- AP 19MIST. •ENCIINEERING1•13 EEEEE B•WATER•EIEWER•PARKEI•BUILOING- CITY PROJECT PW 84-WT17 15.50' • by djl, — Omen drawn clucked poi erg NW lino NEMMIN=1111/ 11111111•1•1■ CW.1HILL an ri-s FOR GENER/91.. SITE. NOTES GEE SN 3 26' -± 2257 -re'L,-/=•,valver INVT 255.40 l2" Di N"_952 ,CENONX:FE:575.0GTOA±SEXISTING 12' DI W/FLEX COUPLING EXISTING cOMSINATION AIRA6ICI-11141 RELEA5E VALVE IL 525T o=sr, we',or y-F0 El -r ff/r EAST /2' vv.4-re,•r(vE47..- FIGURE A NORTH HILL RESERVOIR AND PUMP STATION SITE PLAN lilt as S18896.81 ',fusions Stile - dale DEC 1985 260 LU 2K0• 830 • 230 220 270 260 250 220 2ro - LINED DITCH (TYP) 5eC DETAIL 5/4G BACKF /LL AS SPECIFIED (TYP) I 4 TWIN LEVELING COURSE (TYP) 2 IJ 1 l- PROPOSED EL 25200 r EL 252.00 4 GROUND LINE - J 1 I I � 1 EL 253.18 z 8) NATURAL GROUND UNE EL 22513 EXCAVATION TRENCH (TYP) L.• ., —.■■■••=11r1 • -EL 225.13 W 4'LATERAL UNDERDR4IN EXCAVATION UNE (TYP) SEE 511 EL252.00— 4'M /N LEVELING COURSE(TYP) BACKF/LL AS 5PEC/F7E0(/YP) / %2 M�ED / NE SECTION a SCALE 1.6 f0. (hORLZ' I VERT) NORTH-SOUTH SECTION LOOKING WEST EL 253.18 6' PERIMETER UNDERORAIN (TM) SEE SH NATURAL GROUND LINE EL 27275— L. PP/4< OP e PARAPeT 21DMP STATION RESERVOIR • 6 Af /N COMPACTED GRANULAR FILL(TYP) n1i'IpC(It EL 225.19 — NATURAL GROUND LINE EL 226.25 LINED PITCH SEE DETAIL 511.4 =I 1CC 6' PERIMETER UNDERORAIN (TVP) SEE 51/ a a a g EXCAVATION LINE(TYP) =='• ----- 4' LATERAL UNDERORAIN (TYP) SEE SH SECTION • SCALE, r- to' (HOR /Z ( VERT) EAST- WEST SECTION LOOKING NORTH' WET WELL GENERAL SITE NOTES: I. LAY OUT STRLC77./RES PARALLEL 70 SOUTH PROPERTY LINE FROM THE SOUTHEAST PROPERTY C5 RNER. Z. HORIZONTAL AND VERTICAL CONTROL WILL. SE SET BY THE ENGINEER. a EXISTING CONDITIONS AND 7OPOGRAPHY EASED 0,V FIELD SURVEY BY HORTEN DENNIS AND ASSOCIATES , INC. IN MARCH 1984. 4. ONLY LARGER EXISTING TREES ARE SHOWN. SITE IS COVERED WITH LOW BRUSH , WILD CHERRY, MAPLE , canontw000, AND SMALL SAPLINGS. PROPOSED .Rn AND- UNE GRADED TO ROAD EL 252.75 NATURAL GROUND UNE EL 219.10 250 270 260 250 O 240 2.30 220 210 FIGURE B If 3 F u D- t ~mss r9��•. — �Mg — U�Te �p� • ENOINEERINGI• BTREETB •WATER•BEWER•PARKB•BUILOINO• 44.,Iram 11 data f tant --S - 3. losgal NORTH HILL RESERVOIR AND PUMP STATION .�.swe3 c -on -5- dAlold Z CITY PROJECT PW 84 -WT17 111 11 SITE SECTION ♦ItNN (SEEBABOVE) B ) NWYns CtF7NM11 o0 4t1 revision Ilto DEC II .WHIT PACHY5AL/D2A WHITE 512CH x NOTES: ALL AREAS WTTHIN FEAICEUNE NOT COVEREO BY STRUCTURE. GRAVEL OR PAV /NG ARE TO SE faYOROSEEL'E!O •{:. DEAKTTE5 AREA TO RECEIVE EXCELS /O/C SLAV/CET FOLLOWIA.IG HVDROSEED /AJG. x oeAIOTES TREES TO 6E REMOV D NORWAY MAPLE PARKING AREA �IjHOOODEA/ROU RACEMOSUM THE HOAIORA6LE JEAN MAR/E Oe MOA/TAGUE" • 1 /NC ERIC, CE DAR PLANT L /ST QU4NTITV COMMOA/ AJAME SCJEdIT7F/C #JAMS / 5/ZEE` COMMEAITS /5 NORWAY MAPLE ACE. PC.ATEAIO/ 9 IIIC "CAL. -! 'J /4' d4LLED,6UZLAPPED 6 WHITE SIROI 66TULA PENOULA / //2 "CAL-/ 44 54U D�tfV(/RLAPPEO 7 SCARLET OAK OUEECU3 COCC/UEA 1 //$"CAL -/3/4' 6.4aW16URLA,PIO 9 /NCEJCE CEA4I'C CAWCEARUS 4' -T' HIGH 6AaED(AlURLAPPED DECURREA. 5 HOMEY LOCUST GLEDITS/A ///2 "CAL. - /J /4' 4ALLEDI5/A!LAPPE4 4 TS JACANTHOS SFi40EMA5TER 3 AUSTRIAN PINE Mutts NIG 4 /0412' ;-:.G/4 SALLEOI d(/RUVIED 2 SWEET GUM UOUIDAM5.4 11/2" G4L..- I3/4' 6ALLEDO6URLA/iED S7VitAC/FWA . 2" GINKGO GINKCo0 . lLLSOA /" - CAL. = / 1/4' b4LLEOI (MAILaENHAIK TKEE) .. 5URLAPPE.D Z OAW/J A:P.G+W000 METASEQUO/A - - 4 GALL-0;u COATTAINER GLYPTO$715 QIOES 3 -4 FT HIGH _ GROWAI 2Z5 IVY HEDERA HE,__!), / &'4L. , "CONTAINER: .GROWN' OC. /Z RHODOLEAJOEON R/•K)OOOENAQON 30" TO 36- SA LEO ' /SUR- JEAN MAA'JE RACEMOSUM -'THE LAPPED OR Oe MOA/TAGUE HCK/OKAMLE JEAN / 1GQ1Q/E Lk MOI/TAGUE" G _At`�t•" ,' •• JAPANESE SPURGE PACHYSANDRA 2 I/2" POTS / O.C. TERM /AJAUS OR09EE0 SEE SPEC' /. PACHYSANDRA 251.0 �T:' +`♦ TW 236 \ -� \ 5W2 L 5`�- �`TWt55 \ LSW25 VE EX/STIA%6 REFS' 7W 255 \ . SWZS2 S \ i iA RETAIN-' j ..-- 35 I / ^-mil • NATURAL 1 50 LF 5' MAX \ HE /GHT ROCK \ \ WALL; \ 4 HYORO SEED REPL..4.f1 AS SHOWN 02 EX /6T /LIG VEGETATION TO RE 14.4•41M UNO/STUR/3EO THIS AREA WAY MAPLE / / / / / / ! jI / i / I ! yN� AAUSTA'.A /LIAN SWEET GUM THORNLESS HOAJEY LOCUST ' lS 1 1 AUSTRALIAN caWN eEOW000 P /NE 1 0 INCEA/CE CEDAR FIGURE C O weQMs ems.. • ENOINEERINO•BTREETB• WATER•BEWER•PARKB•BUILDINO• CITY PROJECT PW 84 -WT17 dwpsd Inn NORTH HILL RESERVOIR AND PUMP STATION LANDSCAPING PLAN ;i: EAST 'ELEVATION FIGURE D 3 F u a % "`•� �g :si■ligi■TE w — QMSS — MAT. •ENOINEERINO•BTREETB •WATER•BEWER•PARKB•BUILOINO• illy Me "��= — _ OfMH1L1 NORTH HILL RESERVOIR AND PUMP STATION disi'"Id drawn r� =, •—__-, `-- peel en9 lib is s 7889681 '•oe Teel d► &EGO ELEVATION VIEW LOOKING FROM EAST sub Iield him 49 MI rnisions dell MAR 1969, . WEST ELEVATION FIGURE E Q J 7 F u } F v F'"�ahr+t Isimigil•E .1■ IMMS MATe by date doped NORTH HILL RESERVOIR AND PUMP STATION - - drawn �--= I ICI Lam_ 7f1U�11f o '� WI s mess 81 •ENOINEERINO•BTREETB. WATER• BEWER•PARK B•BUILOINO• cheded --JV ---�- IRI eol MI p% dr G�FI` MR HILL ELEVATION VIEW LOOKING FROM WEST IIeNltm amid, no date revisions date MAR :`,£• s CITY OF TUKWILA ENVIRONMENTAL CHECKLIST FORM This questionnaire must be completed and submitted with the application for .permit. This questionnaire must be completed by all persons applying for a permit from the City of Tukwila, unless it is determined by the Responsible Official that the permit is exempt or unless the applicant and Responsible Official previously agree an Environmental Impact Statement needs to be completed. A fee of $60.00 must accompany the filing of the Environmental Questionnaire to cover costs of the threshold determination. I. BACKGROUND 1. Name of Proponent: , City of Tukwila 2. Address and Phone Number of Proponent: 433 -1855 6200 Southcenter Boulevard, Tukwila, Washington 98188 3. Date Checklist Submitted: April,.1984 4. Agency Requiring Checklist: City of Tukwila, Planning Department 5. Name of Proposal, if applicable: North Hill Reservoir 6. Nature and Brief Description of the Proposal (including but not limited to its size, general design elements, and other factors that will give an accurate- understanding of its scope and nature): Water reservoir, passive park, landscaping, tennis court. (see attached pland, Alt. #1, #2, #3) 7. Location of Proposal (describe the physical setting of the proposal, as well as the extent of the land area affected by any environmental im- pacts, including any other information needed to give an accurate under- standing of the environmental setting of the proposal): 14953 -57th Avenue South;. 22,00 square feet of landscaping; 7,000 square feet of hard surface 8. Estimated Date for Completion of the Proposal: 1987 9. List of all Permits, Licenses or Government Approvals Required for the Proposal (federal, state and local): (a) Rezone, conditional use, shoreline permit, etc. YES X NO (b) King County Hydraulics Permit YES NO X (c) Building permit YES X NO (d) Puget Sound Air Pollution Control Permit (e)_ Sewer hook up permit (f) Sign permit (g) Water hook up permit. (h) Storm water system permit (i) Curb cut permit (j) Electrical permit (State of Washington) (k) Plumbing permit (King County) (1) Other: YES NO X YES NO X YES NO X YES NO X YES X NO YES X NO YES X NO YES NO X Do you have any plans for future additions, expansion, or futher activity related to or connected with this proposal? If yes, explain: Extension of 12" water main to site, installation of constant pressure pump 11. Do you know of any plans by others which may affect the property covered by your proposal? If yes, explain: No 12. Attach any other application form that has been completed regarding the pro- posal; if'none has been completed, but is expected to be filed at some future date, describe the nature of such application form: Short plat (see attached application) division of 1.97 acre site into two parcels. II. ENVIRONMENTAL IMPACTS (Explanations of all "yes" and "maybe" answers are required) 1. Earth. Will the proposal result in: (a) Unstable earth conditions or in changes in geologic substructures? (b) Disruptions, displacements, compaction or overcover- 'ing of the soil? (c) Change in topography or ground surface relief fea- tures? (d) The'destruction, covering or modification ■;;f any unique geologic or physical features? -2 YES MAYBE NO X X X City of . Tukwila Environmental Checklist Form Page 2, Page 3 and Page 4 Additional Information PAGE 2 & 3 - I BACKGROUND 9. List of all Permits, Licenses or Governmental Approvals required for the Proposal (federal, state and local): (continued) h. Provide site drainage to storm sewers in the area i. Provide access to 57th Avenue South j. To provide electrical power to yard lighting and electric' motors on water pressure pumps PAGE 3, PAGE 4 ENVIRONMENTAL IMPACTS 1. Earth b. Excavation of earth and rock to provide bench in the hillside for erection of reservoir. Nearly all excavation will be removed from the site. A small portion will be relocated, recompacted as non - structural fill material. c. Site grading to accomodate driveway access, create flat building area, approximately 80% of the site will be regraded. e. Storm runoff water will be increased flue to increase in impervious surfaces, but will be controlled on site to limit the site runoff to existing natural conditions. 3. Water b. Storm runoff water will be increased due to increase in impervious surfaces, but will be controlled on site to limit the site runoff to existing natural conditions. 4. Flora a.& c. Approximately 35% of the site will be permanently impervious building materials; approximately 80% of the site will ber regraded and re- landscaped in native and ornamental flora; about 20% of the site will remain in its natural condition of trees, grass, bushes. YES MAYBE NO (e) Any increase in wind or water erosion of soils, either on or off the site? X (f) Changes in deposition or erosion of beach sands, or changes in siltation, deposition or erosion which may modify the channel of a river or stream or the bed of the ocean or any bay, inlet or lake? Explanation: 2. Air. Will the proposal result in: (a) Air emissions or deteripra:tioni . of ambient. -air quality? (b) The creation of objectionable odors? (c) Alteration of air movement, moisture or temperature, or any change in climate, either locally or regionally? Explanation: 3. Water. Will the proposal result in: (a) Changes in currents, or the course or direction of water movements, in either. marine or fresh waters? .(b) Changes in absorption rates, drainage patterns, or the rate and amount of surface water runoff? (c) Alterations to the course or flow of flood waters? (d) Change in the amount of surface water in any water body? (e) Discharge into surface waters, or in any alteration surface water quality, including but not limited to temperature, dissolved oxygen or turbidity? (f) Alteration of the direction or rate of flow of ground waters? (g) Change in the quantity of ground waters, either through direct additions or withdrawals, or through interception of an aquifer by cuts or exccations? -3- X X X X X X YES r1A BE NO (h). Deterioration in ground water quality, either through direct injection, or through the seepage of leachate, phosphates, detergents, waterborne virus or bacteria, or other substances into the ground waters? X (i) Reduction in the amount of water otherwise avail- able for public water supplies? X Explanation: 4. Flora. Will the proposal result in: (a) Change in the diversity of species, or numbers of any species of flora (including trees, shrubs, grass, crops, microflora and aquatic plants)? (b) Reduction of the numbers of . any unique, rare or endangered species of flora? (c) Introduction of'new species of flora into an area, or in a barrier to the normal replenishment of existing species? X X X (d) Reduction in acreage of any agricultural crop? :X Explanation: 5. Fauna. Will the proposal result in: (a) Changes in the diversity of'species, or numbers of any species of fauna (birds, land animals including reptiles, fish and shellfish, benthic organisms, insects or microfauna)? X (b) Reduction of the numbers of any unique, rare or endangered species of fauna? X (c) Introduction of new species of fauna into an area, or result in a barrier to the migration or movement of fauna? X (d) Deterioration to existing fish or wildlife habitat? X Explanation: YES MAYBE NO 6. Noise. Will the proposal increase existing noise levels? X Explanation: - during construction - park uses NOTE: Area is in high noise area from Macadam Road and I -5 7. Light and Glare. Will the proposal produce new light or glare? X Explanation: Only if park uses require lighting for after dark uses 8. Land Use. Will the proposal result in the altera- tion of the present or planned land use of an area? Explanation: 9. Natural Resources. Will the proposal result in: (a) Increase in the rate of use of any natural resources? (b) Depletion of any nonrenewable natural resource? Explanation: - Construction materials 10. Risk of Upset. Does the proposal involve a risk of an explosion or the release of hazardous substances (including, but not limited to, oil, pesticides, chemicals or radi- ation) in the event of an accident or upset conditions? Explanation: X X YES MAYBE NO 11. Population. Will the proposal alter the location, distribution, density, or growth rate of the human population of an area? Explanation: X 12. Housing. Will the proposal affect existing housing, or create a demand for additional housing? X Explanation: 13. •Transportation /Circulation. . Will the proposal result in: (a) Generation of additional vehicular movement? X (b) Effects on existing parking facilities, or demand for new parking? X (c) Impact upon existing transportation systems? X (d) Alterations to present patterns of circulation ' or movement of people and /or goods? X (e) Alterations to waterborne, rail or air traffic? X (f) Increase in traffic hazards to motor vehicles, bicyclists or pedestrians? X _ Explanation: a - during construction b - for park uses, 8 stalls provided c - location is adjacent to trail #7 • 14. Public Services. Will the proposal have an effect upon, or result in a need for new or altered governmental services in any of the following areas: (a) Fire protection? x (b) Police protection? X (c) Schools? X (d) Parks or other recreational facilities? X Minor maintenance (e) Maintenance of public facilities, includg roads? X _ Increased_Tlaintenance for structure, pumps, valves, pavements and fences.. -6- (f) Other governmental services? Explanation: 15. Energy. Will the proposal result in: (a) Use of substantial amounts of fuel or energy? (b) Demand upon existing sources of energy, or require the development of new sources. of energy? Explanation:, 16. Utilities. Will the proposal result in a need for new systems, or alterations to the following utilities: (a) Power or natural gas? (b) Communications systems? (c) Water? (d) Sewer or septic tanks? (e) Storm water drainage? (f) Solid waste and disposal? Explanation: b - alarm system, controls e - site drainage (retention) 17. Human Health. Will the proposal result in the crea- tion of any health hazard or potential health hazard (excluding mental health)? Explanation: YES MAYBE NO X X X X X X YES MAYBE NO 18. Aesthetics. Will the proposal result in the obstruc- tion of any scenic vista or view open to the public, or will the proposal result in the creation of an aesthetically of- fensive site open to public view? Explanation: - Project is notched into hillside, below summit of hill 19. Recreation. Will the proposal result in an impact upon the quality or quantity of exist- ing recreational opportunities? Explanation: - Increase opportunities for providing additional services, open space and recreation (active and passive) 20. Archeological/ Historical: Will the proposal result in an alteration of a signifi- cant archeological or his- torical site, structure, object or building? Explanation: CERTIFICATION BY APPLICANT: I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non - significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Si •natu're and i tl e Byron C. Sneva, P.E. Public Works Director -8- Date X X DATE: AUGUST 27, 1987 ADDENDUM NO. 2 ' , TO THE CONTRACT DOCUMENTS PROJECT NO. S18896.B1 THE NORTH HILL RESERVOIR AND PUMP STATION, PW84-WT17 PHASE 1 EXCAVATION CONTRACT TO ALL PLANHOLDERS: GENTLEMEN: THE FOLLOWING CHANGES, ADDITIONS, AND/OR DELETIONS ARE HEREBY MADE A PART OF THE CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE NORTH HILL RESERVOIR AND PUMP STATION, PHASE 1 EXCAVATION CONTRACT AS FULLY AND COMPLETELY AS IF THE SAME WERE FULLY SET FORTH HEREIN: 1 UNDER PART 4, SPECIFICATIONS, SECTION 02200 - EARTHWORK - ^SUBGECTION: 2.4.1.3 (PAGE 6), LINE 5, AFTER "...RECORD THE INFORMATION." INSERT THE FOLLOWING: "IF THE PUBLIC WORKS DIRECTOR DETERMINES THAT ROCK EXCAVATION BY NON-EXPLOSIVE MINING IS NOT PRACTICAL, AND ROCK EXCAVATION BY EXPLOSIVES IS THE ONLY PRACTICAL METHOD OF ROCK REMOVAL, THE CONTRA CT WILL BE DELAYED BETWEEN 2 TO 4 WEEKS TO OBTAIN AUTHORIZATION THROUGH THE TUKWILA CITY COUNCIL FOR SAID EXCAVATIONS BY EXPLOSIVES, INCLUDING APPROVAL OF NEGOTIATED PRICE TO CARRY OUT SAID EXCAVATIONS (NEGOTIATED PRICE SHALL INCLUDE ADDITIONAL MOBILIZATIONS/DE- MOBILIZATIONS REQUIRED FOR EXCAVATIONS BY EXPLOSIVES.). THE CITY RESERVES THE RIGHT TO TERMINATE THE CONTRACT AT THIS TIME, AT THE DISCRETION OF THE COUNCIL. THE PROJECT MAY PROCEED ONLY BY WRITTEN NOTICE TO PROCEED BY THE PUBLIC WORKS DIRECTOR AFTER THE COUNCIL HAS APPROVED EXCAVATION BY EXPLOSIVES." 2. UNDER PART 1, BIDDING REQUIREMENTS, "INSTRUCTIONS TO BIDDERS", PAGE 6, ITEM NO. 14, PARAGRAPH THREE - AFTER PARAGRAPH THREE, ADD THE FOLLOWING: THE RIGHT-OF-WAY "CURRENTLY THE CITY HAS T WAY FOR THE RESERVOIR AND - - IS IN NEGOTIATIONS WITH PROPERTY OWNERS FOR THE RIGHT-OF-WAY AND EASEMENTS FOR THE STORM DRAIN AND HAUL ROAD. THE CITY ANTICIPATES SECURING THESE RIGHTS-OF-WAY WITHIN THE 60 DAYS IDENTIFIED ABOVE. HOWEVER, IF THESE RIGHTS-OF-WAYS ARE NOT SECURED, THE CITY RESERVES THE RIGHT TO AWARD THIS CONTRACT AS BEST SERVES THE CITY OR REJECT ALL BIDS." 3, , UNDER PART 3 CONDITIONS OF CONTRACT, "GENERAL CONDITIONS", �. PAGE 9, SECTION - "5. "INDEMNITY ", EL:[MINATE SECTION AND SUBSTITUTE WITH THE FOLLOWING: 5. INDEMNITY THE CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY, ITS OFFICERS, AGENTS AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CLAIMS, LOSSES OR LIABILITY, INCLUDING ATTORNEY'S FEES, ARISING FROM INJURY OR DEATH TO PERSONS OR DAMAGE TO PROPERTY OCCASIONED BY ANY ACT, OMISSION OR FAILURE OF THE CONTRACTOR, ITS OFFICERS, AGENTS AND EMPLOYEES, IN PERFORMING THE WORK REQUIRED BY THIS AGREEMENT. WITH RESPECT TO THE PERFORMANCE OF THIS AGREEMENT AND AS TO CLAIMS AGAINST THE CITY, ITS OFFICERS, AGENTS AND EMPLOYEES, THE CONTRACTOR EXPRESSLY WAIVES ITS IMMUNITY UNDER TITLE 51 OF THE REVISED CODE OF WASHINGTON, THE INDUSTRIAL INSURANCE ACCT, FOR INJURIES TO ITS EMPLOYEES AND AGREES THAT THE OBLIGATION TO INDEMNIFY, DEFEND AND HOLD HARMLESS PROVIDED FOR IN THIS PARAGRAPH EXTENDS TO ANY CLAIM BROUGHT BY OR ON BEHALF OF ANY EMPLOYEE OF THE CONTRACTOR. THIS WAIVER IS MUTUALLY NEGOTIATED BY THE PARTIES. THIS PARAGRAPH SHALL NOT APPLY TO ANY DAMAGE RESULTING FROM THE SOLE NEGLIGENCE OF THE CITY, ITS AGENTS AND EMPLOYEES. TO THE EXTENT ANY OF THE DAMAGES REFERENCED BY THIS PARAGRAPH WERE CAUSED BY OR RESULTED FROM THE CONCURRENT NEGLIGENCE OF THE CITY, ITS AGENTS, THIS OBLIGATION TO INDEMNIFY, DEFEND AND HOLD HARMLESS IS VALID AND ENFORCEABLE ONLY TO THE EXTENT OF THE NEGLIGENCE OF THE CONTRACTOR, ITS OFFICERS, AGENTS, AND EMPLOYEES." 4. UNDER PART 1, BIDDING REQUIREMENTS, THE "PROPOSAL" SECTION OF THE BID DOCUMENTS, PAGE 6, BID ITEM "COMMON EXCAVATION (SCHEDULE B) 15,710 CY $ AN ALTERNATIVE BID SHALL BE PROVIDED TO THE ABOVE BID ITEM AT THE END OF THE BID SCHEDULE ALLOWING FOR THE SUBSTITUTION FROM 0 CY TO 10,000 CUBIC YARDS FOR "ALTERNATE COMMON EXCAVATION(SCHEDULE B) ", WHEREBY ALL REQUIREMENTS UNDER "COMMON EXCAVATION (SCHEDULE B)" APPLY EXCEPT DESTINATION OF HAUL AND DISPOSAL /PREPARATION OF MATERIAL AT HAUL SITE. IF ALLOWED FOR BY THE SOILS ENGINEER RETAINED BY THE CITY TO MONITOR THIS PROJECT DURING CONSTRUCTION, COMMON EXCAVATION WILL BE TRANSPORTED TO THE CITY OWNED VACANT LOT AT THE SOUTHWEST CORNER OF 53RD AVE S. AND S. 139TH STREET, IN THE CITY OF TUKWILA WHERE IT SHALL BE PLACED, GRADED AND STORED FOR USE FOR FUTURE STRUCTURAL FILL FOR USE IN PHASE II OF THE RESERVOIR /PUMP STATION PROJECT. THE SUITABILITY OF THIS MATERIAL SHALL BE DETERMINED BY THE SOILS ENGINEER, TRUCK BY TRUCK BASIS, TO BE HAULED TO THE DESIGNATED SITE WHERE IT WILL BE PLACED, GRADED AND STORED BY THE CONTRACTOR FOR STRUCTURAL FILL PER THE FOLLOWING STANDARDS: "WELL GRADED FROM COURSE TO FINE WITH LESS THAN 12% PASSING THE 200 SIEVE, FREE FROM ROOTS, ORGANIC MATERIAL, TRASH, DEBRIS, ROCKS LARGER THAN 6" AND OTHER DELETERIOUS MATERIALS." THE BID ITEM ALTERNATIVE TO CARRY OUT THIS "ALTERNATE COMMON EXCAVATION (SCHEDULE B)" TO THE ABOVE DESTINATION SITE, IS A DIRECT SUBSTITUTE, CY FOR CY, FOR THE "COMMON EXCAVATION (SCHEDULE B)" BID ITEM, AND INCLUDES ALL LABOR, MATERIAL AND EQUIPMENT TO HAUL THE MATERIAL TO THE ABOVE SITE, PLACE, GRADE AND STORE THE MATERIAL TO MEET THE ABOVE SPECIFICATION FOR STRUCTURAL FILL, AND PROVIDE THE MATERIAL IN SUCH A MANNER TO PRESERVE THE MATERIAL UNTIL ITS USE IN A FUTURE CONTRACT, INCLUDING NECESSARY DESILTATION/EROSION CONTROL FACILITIES. THE CONTRACTOR SHALL MAINTAIN THESE EROSION CONTROL FACILITIES FOR TFIc LIFE OF THIS CONTRACT ONLY, AT WHICH TIME THE CITY WILL TAKE OVER RESPONSIBILITIES TO MAINTAIN SAID FACILITIES. THIS MATERIAL WILL BE PLACED AND GRADED TO A CONFIGURATION AS DIRECTED BY THE SOILS ENGINEER. A TEMPORARY SOILS EROISION PLAN SHALL BE SUB- MITTED BY THE CONTRACTOR TO THE CITY FOR APPROVAL. THE COST OF THIS ALTERNATE DOES NOT INCLUDE ANY TESTING TO ASSURE ITS COMPLIANCE WITH THE STRUCTURAL FILL SPECIFICATIONS. SUCH TESTS WILL BE CONDUCTED BY THE CITY THROUGH THE CITY'S SOILS CONSULTANT AND AT THE CITY'S SOLE EXPENSE. THE CITY RESERVES THE RIGHT TO SUBSTITUTE A LESS RESTRICTIVE SPECIFICATION FOR APPROVAL OF MATERIAL FOR THE ALTERNATE BID WITH NO CHANGE IN COSTS PER THE ALTERNATE BID. TO ALLOW FOR THIS SUBSTITUTION OF HAUL DESTINATION AND MATERIAL HANDLING AND STORAGE, FOR "COMMON EXCAVATION (SCHEDULE B)", ON PAGE 6, AT THE END OF THE "BID PROPOSAL", AFTER "TOTAL SALES TAX FOR SCHEDULES A AND B (8.1%) $ ADD THE FOLLOWING: "ALTERNATE COMMON EXCAVATION (SCHEDULE B) 10,0000 CY $ $ THE BALANCE OF THE "COMMON EXCAVATION (SCHEDULE B)" BID ITEM, � IF THE "ALTERNATE COMMON EX CAVATION (SCHEDULE B)" BID ITEM IS USED FROM 0 CY UP TO 25% IN EXCESS OF THE 10,000 CY, SHALL BE USED TO COMPLETE THE EXCAVATION PORTION OF THIS CONTRACT AT THE BID ITEM COST DESIGNATED FOR "COMMON EXCAVATION (SCHEDULE B)". FURTHER, THIS ADDITIVE ALTERNATE SHALL BE USED ONLY BY WRITTEN CHANGE ORDER AUTHORIZING PRIOR TO ITS SUBSTITUTION, 3 AND AT THE SOLE DISCRETION OF THE CITY. ALL BIDDERS SHALL ACKNOWLEDGE RECEIPT AND ACCEPTANCE OF THIS ADDENDUM NO. 2 BY SIGNING IN THE SPACE PROVIDED BELOW AND SUBMITTING THE SIGNED ADDENDUM WITH THE BID PACKAGE. BIDS SUBMITTED WITHOUT THIS SIGNED ADDENDUM WILL BE CONSIDERED INFORMAL. VERY TRULY YOURS, CITY OF TUKWILA (T--GATURE RECEIPT ACKNOWLEDGED, AND CONDITIONS AGREED TO THIS____DAY OF 1987. BIDDER: SIGNATURE 4 MEMORANDUM TO: MOIRA BRADSHAW FROM: PHIL FRASER DATE: 8/27/87 SUBJECT: NORTH HILL RESERVOIR, ENVIRONMENTAL CHECKLIST I HAVE REVIEWED EPIC FILE 235-84 FOR THE NORTH HILL RESERVOIR AND HAVE THE FOLLOWING COMMENTS: 1. SINCE THIS ENVIRONMENTAL CHECKLIST HAS BEEN FILED, ADDITIONAL INFORMATION HAS BEEN DEVELOPED WHICH IS ATTACHED: A. THE 90% DESIGN PLANS FOR THE COMPLETE RESERVOIR/PUMP STATION PROJECT B. THE DECEMBER 1986 GEOTECHNICAL DATA REPORT PREPARED BY CH2M-HILL C. A BREAKOUT OF THE EXCAVATION PORTION OF THE RESERVOIR /PUMP STATION CONTRACT (FINAL BID DOCUMENT) FOR THE EXCAVATION PORTION ONLY. D. ADDITION TO THE RESERVOIR CONTRACT OF A DIFFERENT ROUTING FOR THE STORM DRAIN FROM THE RESERVOIR TO MACADAM ROAD, INCLUDING A TEMPORARY HAUL ROAD/PERMANENT MAINTENANCE ROAD. 2. INCLUDED IN ITEM 1 A ABOVE IS SHEET NO. 5 WHICH PROVIDES FOR THE COMPLETE LANDSCAPING OF THE SITE. THIS PLAN, I BELIEVE WAS SENT THROUGH BAR AND HAS BEEN SEEN BEFORE THE CITY COUNCIL. 3. ALSO, IN ITEM 1 A IS SHEET NO. 19 WHICH SHOWS GROUND ELEVA- TIONS RELATIVE TO THE PROPOSED PUMP HOUSE, ALSO AN EXHIBIT THAT WENT TO BAR. 4. CONCERNS RELATIVE TO LANDSCAPING WERE HANDLED AT BAR AND OTHER HEARINGS ON THE PUMP STATION WITH PROPERTY OWNERS. 5. LACK OF GEOTECHNICAL INFORMATION WAS A CONCERN IN THE REVIEW PROCESS FOR THE CHECKLIST. THE PUBLIC WORKS DIRECTOR'S RESPONSES I BELIEVE WERE CORRECT AT THE TIME, AND THE SUBSEQUENT GEOTECHNICAL REPORT AND EXCAVATION CONTRACT IS A REPONSE TO THOSE CONCERNS (ITEM C ABOVE) AND ALSO TO PUBLIC CONCERNS RAISED IN PUBLIC MEETINGS. 6. WHAT HAS CHANGED SINCE THE ORIGINAL ENVIRONMENTAL PROCESS IS TH E--S]J]BM_DRAIN_SE THE OAINTENANCE ROAD FOR THE_STORM_LINE. THIS STORM LINE SERVES- TWO FUNCTIONS, AS FOLLOWS: A. PROVIDE NORMAL FLUSING/EMERGECY OVERFLOW FOR THE RESERVOIR. B. PROVIDE FOR SURFACE RUNOFF CAPACITY FOR THE RESERVOIR SITE AND DOWNSTREAM PROPERTIES. WORKING DIRECTLY WITH THE PROPERTY OWNERS I DEVISED A DESIGN WHICH IS ACCEPTABLE FOR SUCH A STORM DRAIN GOING THROUGH THEIR PROPERTIES. BOTH MR. SWEENEY AND MR. BERGSTROM ARE IN AGREEMENT WITH THE DESIGN OF BOTH THE STORM DRAIN AND HAUL ROAD/MAINTENANCE RD. REQUIREMENTS. THE CITY ATTORNEY IS CURRENTLY NEGOTIATING THE LEGAL LANGUAGE FOR THE EASEMENTS WITH BOTH PROPERTY OWNERS. 7. REVIEWING THE CHEKLIST ITEMS, I SEE THE FOLLOWING AREAS THAT MAY REQUIRE MINOR MODIFICATIONS, OR ADDITIONS TO THE LANGUAGE AS FOLLOWS: A. ON ADDITIONAL INFORMATION, PAGE E, PAGE 4 ENVIRONMENTAL IMPACTS---NO 3. WATER---STORM WATER RUNOFF DUE TO INCREASED IMPERVIOUS SURFACES WILL BE HANDLED BY THE ADDITION OF THE STORM DRAINAGE SYSTEM WHICH IS NOW ADDED TO THE CONTRACT IN THE EXCAVATION PORTION UNDER ADDENDUM NUMBER 1 THIS STORM SYSTEM SERVES TWO FUNCTIONS AS DESCRIBED IN ITEM NO. 6 ABOVE. B. UNDER ITEM I-BACKGROUND, NO 6 NATURE AND BRIEF DESCRIPTION OF PROPOSAL: THE TENNIS COURT NOTED IN THIS DESCRIPTION AFTER PUBLIC HEARINGS WAS TAKEN OUT AT THE ADJACENT PROPERTY OWNERS REQUEST. ALSO, WITH THE DEVELOPMENT OF THE HAUL RD/AND STORM LINE FROM THE WESTERLY EDGE OF THE RESERVOIR SITE, THROUGH LOTS 19 AND 20 TO THE EAST END OF S. 150TH STREET AND THEN ALONG S. 150TH STREET TO THE EXISTING STORM SYSTEM IN MACADAM ROAD, THIS I) SHOULD BE MENTIONED THIS DESCRIPTION AS "NEW STORM OVERFLOW SYSTEM AND HAUL/MAINTENANCE ROAD." C. UNDER ITEM I-BACKGROUND, NO. 8 --- THE DATE FOR COMPLETION OF THIS PROPOSAL SHOULD BE 1989. D. UNDER ITEM #16. UTILITIES -- (E) STORM WATER DRAINAGE DUE TO THE OVERFLOW SYSTEM THIS FACILITIES REQUIRES A NEW STORM FACILITY AND THE ANSWER SHOULD BE CHANGED FROM NO TO YES. E. UNDER ITEM 19. ON PAGE 8 NO ANSWER WAS GIVEN. I SUGGEST THE ANSWER IS "NO". IN REVIEW OF THIS MATERIAL, I SEE THE ABOVE CHANGES MAY BE NEEDED PLUS ADDITION OF THE INFORMATION ATTACHED. I REQUEST THE ENVIRONMENTAL DOCUMENT BE AMMENDED TO ACCOMPLISH THIS. I REQUEST THE ORIGINAL DECLARATION OF NONSIGNIFICANCE BE AFFORDED THE FINDINGS BY THE PLANNING OFFICIAL PER THE ATTACHED ADDED INFORMATION. WITH THE NEW INFORMATION SUBMITTED CONCERNS THAT HAVE BEEN BROUGHT UP BEFORE I BELIEVE HAVE BEEN ADDRESSED THROUGH THE PLAN DEVELOPMENT STAGE. ATTACHMENTS (4) CITY OF TUKWILA • ENVIRONMENTAL CHECKLIST FORM 0,1'1 \i /2. c Al This questionnaire must be completed and submitted with the application for permit. This questionnaire must be completed by all persons applying for a permit from the City of Tukwila, unless it is determined by the Responsible Official that the permit is exempt or unless the applicant and Responsible g, Official previously agree an Environmental Impact Statement needs to be completed.-- -...0 A fee of $60.00 must accompany the filing of the Environmental Questionnaire to cover costs of the threshold determination. . BACKGROUND 1. Name of Proponent: City of Tukwila 2. Address and Phone Number of Proponent: 433 -1855 6200 Southcenter Boulevards Tukwila. Washinaton 98188 3. Date Checklist Submitted: April,•1984 4. Agency Requiring Checklist: City of Tukwila, Planning Department 5. Name of Proposal, if applicable: North'Hill Reservoir 6. Nature and Brief Description of the Proposal (including but not limited to its size, general design elements, and other factors that will give an accurate understanding of its scope and nature): Water reservoir, P mogg.t landscaping, 4fitmtiasEal see attached plan 7. Location of Proposal (describe the physical setting of the proposal, as well as the extent of the land area affected by any environmental im- pacts, including any other information needed to give an accurate under- standing of the environmental setting of the proposal): 14953 -57th Avenue South; 22,00 square feet of landscaping; 7,000 square feet of hard surface 8. Estimated Date for Completion of the Proposal: 1987 9. List of all Permits, Licenses or Government Approvals Required for the Proposal (federal, state and local): (a) Rezone, conditional use, shoreline permit, etc. YES X NO (b) King County Hydraulics Permit YES NO X (c) Building permit YES X NO • • • (d) Puget Sound Air Pollution Control Permit • YES NOX (e). Sewer hook up permit YES NOX (f) Sign permit YES NOX (g) Water hook up permit YES NOX (h) Storm water system permit YES X NO (i) Curb cut permit YES X NO (j) Electrical permit (State of Washington) YES X NO (k) Plumbing permit (King County) YES NOX (1) Other: 10. Do you have any plans for future additions, expansion, or futher activity related to or contected with this proposal? If yes, explain: Extension of 12" water main to site, installation of constant pressure pump 11. Do you know of any plans by others which may affect the property covered by your proposal? If yes, explain: No 12. Attach . any other application form that has been completed regarding the pro- posal; if'none has been completed, but is expected to be filed at some future date, describe the nature of such application form: Short plat (see attached application) division of 1.97 acre site into two parcels. II. ENVIRONMENTAL IMPACTS (Explanations of all "yes" and "maybe" answers are required) 1. Earth. Will the proposal result in: • (a) Unstable earth conditions or in changes in geologic substructures? (b) Disruptions, displacements, compaction or overcover- 'ing of the soil? (c) Change in topography or ground surface relief fea- tures? (d) The' destruction, covering or modification•:f any unique geologic or physical features? 2 YES MAYBE NO X X X • City of Tukwila Environmental Checklist Forrh Page 2, Page 3 and Page 4 Additional Information • PAGE 2 & 3 - I BACKGROUND 9. List of all Permits, Licenses or Governmental Approvals required for the Proposal (federal, state and local): (continued) h. Provide site drainage to storm sewers in the area i. Provide access to 57th Avenue South j. To provide electrical power to yard lighting and electric motors on water pressure pumps PAGE 3, PAGE 4 ENVIRONMENTAL IMPACTS 1. Earth b. Excavation of earth and rock to provide bench in the hillside for erection of reservoir. Nearly all excavation will be removed from the site. A small portion will be relocated, recompacted as non - structural fill material. c. Site grading to accomodate driveway access, create flat building area, approximately 80% of the site will be regraded. e. Storm runoff water will be increasedcue to increase in impervious surfaces, but will be controlled on site to limit the site runoff to existing natural conditions. 3. Water b. Storm runoff water will be increased due to increase in impervious surfaces, but will be controlled on site to limit the site runoff to existing natural conditions. 4. Flora "a.& c. Approximately 35% of the site will be permanent) impervious building materials; approximately 80% of the site will be regraded and re- landscaped in native and ornamental flora; about 0% of the site will remain in its natural condition of trees, grass, bushes. YES MAYBE NO (e) Any increase in wind or water erosion of soils, either on or off the site? X (f) Changes in deposition or erosion of beach sands, or changes in siltation, deposition or erosion which may modify the channel of a river or stream or the bed of the ocean or any bay, inlet or lake? Explanation: 2. Air. Will the proposal result in: (a) Air emissions or deterioration of ambient air quality? (b) The creation of objectionable odors? (c) Alteration of air movement, moisture or temperature, or any change in climate, either locally or regionally? Explanation: 3. Water. Will the proposal result in: (a) Changes in currents, or the course or direction of water movements, in either marine or fresh waters? .(b) Changes in absorption rates, drainage,patterns, or the rate and amount of sueface water runoff? X X X X X (c) Alterations to the course or flow of flood waters? X. (d) Change in the amount of surface water in any water body? X. (e) Discharge into surface waters, or in any alteration of surface water quality, including but not limited to temperature, dissolved oxygen or turbidity? X (f) Alteration of the direction or rate of flow of ground waters? X (g) Change in the quantity of ground waters, either through direct additions or withdrawals, or through interception of an aquifer by cuts or exca.ations? X -3- • YES MAfBE NO (h). Deterioration in ground water quality, either through direct injection, or through the seepage of leachate, phosphates, detergents; waterborne virus or bacteria, or other substances into the ground waters? X (1) Reduction in the amount of water otherwise avail- able for public water supplies? X Explanation: 4. Flora. Will the proposal result in: (a) Change in the diversity of species, or numbers of any species of flora (including trees, shrubs, grass, crops, microflora and aquatic plants)? X (b) Reduction of the numbers of . any unique, rare or endangered species of flora? X (c) Introduction of new species of flora into an area, or in a barrier to the normal replenishment of existing species? X _ (.d) Reduction in acreage of any agricultural crop? X Explanation: 5. Fauna. Will the proposal result in: (a) Changes in the diversity of'species, or numbers of any species of fauna (birds, land animals including reptiles, fish and shellfish, benthic organisms, insects or microfauna)? X (b) Reduction of the numbers of any unique, rare or endangered species of fauna? X (c) Introduction of new species of fauna into an area, or result in a barrier to the migration or movement of fauna? X X . (d) Deterioration to existing fish or wildlife habitat? X Explanation: • YES MAYBE NO 6. Noise. Will the proposal increase existing noise • levels? X Explanation: - during construction - park uses NOTE: Area is in high noise area from Macadam Road and I -5 7. Light and Glare. Will the proposal produce new light or glare? X Explanation: Only if park uses require lighting for after dark uses 8. Land Use. Will the proposal result in the altera- tion of the present or planned land use of an area? Explanation: • 9. Natural Resources. Will the proposal result in: (a) Increase in the rate of use of any natural resources? (b) Depletion of any nonrenewable natural resource? Explanation: - Construction materials 10. Risk of Upset. Does the proposal involve a risk of an explosion or the release of hazardous substances (including, but not limited to, oil, pesticides, chemicals or radi- ation) in the event of.•an accident or upset conditions? Explanation: X Population. Explanation: • • Will the proposal alter the location, distribution, density, or growth rate of the human population of an area? 12. Housing. Will the proposal affect existing housing, or create a demand for additional housing? Explanation: 13. Transportation /Circulation. Will the proposal result (a) (b) Generation of additional vehicular movement? Effects on existing parking facilities, or demand for new parking? Impact upon existing transportation systems? Alterations to present patterns of circulation or movement of people and /or goods? (e) Alterations to waterborne, rail or air traffic? (f) Increase in traffic hazards to motor vehicles, bicyclists or pedestrians? Explanation: a - during construction b - for park uses, 8 stalls provided c - location is adjacent to trail #7 in: 14. Public Services. Will the proposal have an effect upon, or result in a need for new or altered governmental services in any of the following areas: (a) Fire protection? (b) Police protection? Schools? Parks or other recreational facilities? Minor maintenance Maintenance of public facilities, includ.g roads? Increased maintenance for structure, pumps, valves, YES MAYBE NO X X X X X • • (f) Other governmental services? Explanation: YES MA tBE NO X 15. Energy. Will the proposal result in: (a) Use of substantial amounts of fuel or energy? X (b) Demand upon existing sources of energy, or require the development of new sources, of energy? X Explanation:. 16. Utilities. Will the proposal result in a need for new systems, or alterations to the following utilities: (a) Power or natural gas.? X (b) Communications systems? (c) Water? _X_ (d) Sewer or septic tanks? X (e) Storm water drainage? X (f) Solid waste and disposal? X Explanation: b - alarm system, controls e - site drainage (retention) 17. Human Health. Will the proposal result in the crea- tion of any health hazard or potential health hazard (excluding mental health)? Explanation: • 18. Aesthetics. Will the proposal result in the obstruc- tion of any scenic vista or view open to the public, or will the proposal result in the creation of an aesthetically of- fensive site open to public view? Explanation: - Project is notched into hillside, below summit of hill 19. Recreation. Will the proposal result in an impact upon the quality or quantity of exist- ing recreational opportunities? YES MAYBE NO Explanation: urr i ti es fo tip rovtdtnr—a-dditi onai sere- tces,_ .._. . -.. 1 - . - • -" - -- 20. Archeological/ Historical: Will the proposal result in an alteration of a signifi- cant archeological or his- torical site, structure, object or building? Explanation: CERTIFICATION BY APPLICANT: I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non - significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. natu Byron e. Sneva, P. . Public Works Director itle -8- fak /w . Date X North Hill Reservoir and Pump Station GEOTECHNICAL DATA REPORT CITY PROJECT PW 8.4 -WT17 Prepared for The City of Tukwila By CH2M HILL December 1986 Job No. S18896.D1 INTRODUCTION Purpose and Scope This report presents a summary of two limited geotechnical investigations for the proposed City of Tukwila North Hill Reservoir and haul road. The purpose of the investigations was to assess subsurface conditions at the proposed reser- voir site and along the haul road. The investigations included the following scope of work: o Review available soil and geologic data o Conduct field explorations consisting of drilling two soil borings and excavating three backhoe test pits in the proposed reservoir area and excavating seven test pits along the haul road o Identify subsurface conditions encountered o Prepare a memorandum that summarizes the inves- tigation results PROPOSED CONSTRUCTION The proposed reservoir is designed to be a circular post - tensioned concrete structure with a 2.0- million - gallon ca- pacity. A water distribution pump station is planned to be constructed directly east of the reservoir. Excavation for the reservoir is planned to be extended to elevation 222.2, and the pump station excavation is planned to be extended to elevation 215.0. The haul road will be a one -lane gravel !road extending from South 150th Street to the northwest cor- -e -' ner of the site. SITE LOCATION AND DESCRIPTION The proposed reservoir site is located in a vacant lot north of South 152nd Street and west of 57th Avenue South in Tukwila, Washington, as shown on the vicinity map on page 1 of the contract documents. The area is moderately wooded with—Site-Vegetation consisting of,maple and cottonwood j trees with a dense undergrowth of blackberry bushes. Large cobbles and boulders up to 1.5_feet in diameter are scat- tered across the site. The- topography_at= the_s ite_ is -mod- Qerately steep with- -15 - to -25 percent slopesr. The ground surface slopes east to west with a total eleva- tion difference of approximately 44 feet across the site (see Sheets 2, 3, and 6 of the contract documents for site _ plans of this project). FIELD INVESTIGATIONS The reservoir subsurface investigation consisted of drilling two shallow soil borings and excavating three test pits. The locations of the borings and test pits are shown on Sheet 6 of the contract documents. Soil boring and test pit logs are included in the appendix. The soil borings were drilled on December 11, 1984, using a Nodwell track - mounted drill rig. The test holes were ad- vanced through the overburden soils and weathered rock with hollow -stem augers. Disturbed soil samples were obtained from boring B -1 with a 2 -inch O.D. split -spoon sampler. The sampler was driven with a 140 -pound hammer falling 30 inches, as described by the Standard Penetration Test (ASTM.D 1586). Depths at which the samples were taken and the;, resulting penetration resistance values are'shown`on` the logs contained in the appendix. Soil boring B -1 reached refusal drilling at a depth of 10 -1/2 feet while refusal was met in B -2 at a depth of 5 feet. Boring B -2 was offset seven times to attempt drill- ing beyond 5 feet. Each time, refusal was met in the upper 3 to 5 feet. Because of the difficult drilling and sampling conditions encountered in both borings, it was decided to excavate test pits in order to evaluate the subsurface conditions more completely. The test pits were excavated on December 18, 1984, using a track - mounted P &H H -1250 backhoe with a 1-1/4 - cubic -yard bucket. The test pits ranged in depth from 9 to 12 feet where refusal of the backhoe was met. The haul road investigation consisted of excavating seven test pits along the proposed haul road alignment. Test pit logs are included in the appendix. Test pits along the haul road were excavated on November 21, 1986, using a Case 580 backhoe. This backhoe was equipped with a 2- foot -wide bucket. Each test pit was advanced until slow progress indicated near refusal. Test pits and borings were logged by a CH2M HILL engineering geologist. Materials removed from the excavation were vis- ually classified according to the Unified Soil Classifica- tion System (ASTM D 2487). LABORATORY TESTING Laboratory testing was performed on selected samples to aid in sample classification. Laboratory testing consisted of • • particle size analysis (ASTM D 422). The results of the laboratory testing are shown on the test pit and boring logs. SUBSURFACE CONDITIONS Review of available geologic information indicates that the site is underlain by intrusive volcanic rocks approximately 25 to 35 million years old (H. H. Waldron, Geology of the Des Moines Quandrangle, Washington: U.S.G., 1962). The rock at the site appears to be a porphyritic andesite. The exploratory borings and test pit excavations indicate that the subsurface conditions consist of a thin layer of forest humus underlain by weathered rock. The rock near the surface (zero to 5 feet) is severely weathered and frac- tured. Along the fracture planes the rock is weathered to silty sand, giving the .appearance of_.,cobbles and boulders in a silty sand.matrix.: With, depth,. the rock becomes less weathered with an accompanying decrease of the silty sand matrix along fracture planes. Rocks as large as 3 -1/2 feet in one dimension were excavated in the test pits. The only water encountered during this investigation was found in test pit TP -5 of the 1986 investigation. A small seepage point was found approximately 2 feet below the ground surface. LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices. The conclusions presented in this report are based in part upon ,the data obtained from the exploratory borings and test -pit excavations. The nature and extent of variations of subsur- face conditions between borings and test pits may not become evident until construction. If variations then appear, reevaluation of the subsurface conditions and design will be necessary. The interpretations in this report apply only to the North Hill Reservoir project for the City of Tukwila and its lo- cation. In the event that conclusions or recommendations based on these data are made by others, such conclusions or recommendations are not the responsibility of CH2M HILL un- less we have been given an opportunity to review and concur with such conclusions or recommendations in writing. APPENDIX CH2M ::HILL PROJECT NO. S18896.B0 T IT NO. P -1 SHEET OF TEST PIT LOG PROJECT Tukwila Water Reservoir LOCATION RESEctvoiA ELEVATION was not surveyed; see borinAapplocati°&NTRACTOR Track mounted, P &H H1250 Backhoe WATER LEVEL AND DATE none observed EXCAVATION METHOD APPROX. DIMENSIONS: Length LOGGER B.M. Wite Deeny Construction DATE EXCAVATED 12/18/84 m25 ft Width 10 -12 f.t._imum Depth 12 f t SAM J Q w I— Z PLE 0 < W CO iD Z SOIL DESCRIPTION SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR. CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL J 0 co >0 V1 COMMENTS DIFFICULTY IN EXCAVATION, RUNNING GRAVEL CONDITION, COLLAPSE OF WALLS, SAND HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION ti 0 10— 15 B -1: Boulders in a silty sand matrix, boulders about 30 -35% of sample. Matrix, brown, slightly moist, medium dense to loose (SM) (0 -5 ft) - Boulders ..are.. severely_.weathereds and exfoliating. As depth of test' pit increased, (> 7 ft), boulder -layer represents upper surface of - intrusive volcanic rock with the silty sand matrix formed only along -The highly weathered fracture - planes. Rocks coming out of pit are 3 to'311 feet in one direction. 9-Digging is slow. Backhoe has to maneuver and pick its way through the boulders. Started @10:25 am. -Near refusal @ 11:55 am. TD - 12.0 ft. 1/83 D1591 CH2M CHILL PROJECT NO. S18896.B0 T•IT NO. TP -2 1 SHEET. 1 OF TEST PIT LOG PROJECT Tukwila Reservoir LOCATION Re3tftV0 t. LOGGER B.M. Wite ELEVATION was not surveyed; see boring locatiQ$NTRACTOR Deeny Construction DATE EXCAVATED 12/18/84 iflf t Width = 1 oft Maximum Depth 10 f t EXCAVATION METHOD Track mounted P &H H1250 Backhoe WATER LEVEL AND DATE none obseryed 18/84 APPROX. DIMENSIONS: Length ELEVATION 1 1 DEPTH BELOW SURFACE SAMPLE SOIL DESCRIPTION SYMBOLIC LOG COMMENTS INTERVAL TYPE AND NUMBER SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL DIFFICULTY IN EXCAVATION, RUNNING GRAVEL CONDITION, COLLAPSE OF WALLS, SAND HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION 0 Boulders and cobbles in a silty Started excavation @12:45pm sandy matrix, matrix makes up 15- finished excavation @1:35pm - - - 30% of sample; matrix is brown, L - slightly moist, non - plastic, boulders are. larger than at TP -1, - yet. appear to come out of pit - easier. Below about 1 foot matrix begins to decrease and boulders - - - and cobbles appear to be weathered- upper surface of an intrusive volcanic rock with silty sand - - - matrix present along fracture - planes. Rock becoming harder and . more difficult to excavate with _ 5 -- - depth, same type of rock as in - - TP-1. 10 TD -10 ft. 15 _ 1/83 D1598 CH2M 00 HILL PROJECT NO. S18896.B0 • PIT NO. TP -3 SHEET 1 OF 1 TEST PIT LOG PROJECT Tukwila Water Reservoir LOCATION RE DERV °'p` LOGGER B•11* Witt Deeny _Construction DATE EXCAVATED 12/18/84 ELEVATION was not surveyed; see boring locatigANTRACTOR EXCAVATION METHOD Track mounted P &H H12pBackhoe WATER LEVEL AND DATE none obs_e ed , APPROX. DIMENSIONS: Length 18f QNidth °— 10f t Maximum Depth 9 Ail l ELEVATION ( 1 SAMPLE SOIL DESCRIPTION COMMENTS DEPTH BEL( SURFACE ( ) INTERVAL TYPE AND NUMBER SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL ISYMBOLIC LOG DIFFICULTY A IN EXCAVATION, RUNNING GRAVEL CONDITION, DEBRIS EE O WALLS, DANA HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION 0 _ Boulders in a`silty sand matrix, matrix is brown, slightly moist, _ non - plastic, very dense. Below _ about 1 -2 feet, rock appears to be weathered upper surface of an Started excavation @2.10pm finished excavation @2:40pi _ intrdgivei"voltanid 'rock, with _ silty sand matrix present along fracture planes. At a depth of _ _ 6 -7 feet is a large slightly ___ weathered rock that the backhoe :: couldn't remove, appears to be a _ _ large in -place rock, backhoe could remove material below it somewhat, rocks in test pit aren't as 5 _ weathered as in the other 2 test _ pits. r TD 9.0 ft. _ 10 — — — 15 — — PROJECT NUMBER S18896.B0 8OS NUMBER B-1 SHEET 1 OF 1 SOIL BORING LOG PROJECT Tukwila Water Reservoir LOCATION R'SE VOlft was not surveyed; see Pacific Testing Labs ELEVATION boring lucdtiuu map DRILLING CONTRACTOR DRILLING METHOD AND EQUIPMENT Hollow Stem Auger Mounted on a Nodwell WATER LEVEL AND DATE none observed 12/11/84 ART 9:20 am FINISH Z 0 a w -J 10:15 am LOGGER B.M. Witek DEPTH BELOW SURFACE (ft) SAMPLE STANDARD PENETRATION TEST RESULTS SOIL DESCRIPTION COMMENTS INTERVAL TYPE AND NUMBER RECOVERY NAME. GRADATION OR PLASTICITY. PARTICLE SIZE DISTRIBUTION. COLOR. MOISTURE CONTENT.RELATIVE DENSITY OR CONSISTENCY. SOIL STRUCTURE. MINERALOGY. USCS GROUP SYMBOL SYMBOLIC LOG DEPTH OF CASING. DRILLING RATE. DRILLING FLUID LOSS. TESTS AND INSTRUMENTATION (Ni 0 Fine sandy Silt, slightly plas- - Gravel and broken - cobbles in cuttings - -, - Sounds like a large_ rock at tip of auger hard to make progres1- Refusal at 101 ft. Homeowner next to site said they had _ rock around their _ home; used it for landscaping purposes.. tic, fine grained, goes from dark brown to yellow brown, slightly moist, firm (ML) upper dark brown soil is forest humus — -: 5 — S 1 8" 3 -3 -5 _.(E) 10 — - `13 H - - - S 2 \ 18'32 -50/ 211/ed, Fine silty Sand, very fine grain- yellow brown, dry to slightly moist, very dense, with broken — angular pieces of rock. - As above, very fine grained. - Moved rig and tried relocating hole 3 more times-- lst.two time got stuck in a boulder at 4 -6 ft. 3rd .time got past boulder and Met refusal at = 10 ft. - _ 50/3/4" CH2M ::HILL PROJECT NUMBER S18896.B0 BO NUMBER -2 SHEET 1 OF 1 SOIL BORING LOG PROJECT Tukwila Water Reservoir. LOCATION ikeltS eir" was LIOL suLveyed ELEVATION See bnring l ncatipn map DRILLING CONTRACTOR Pacific Testing Labs DRILLING METHOD AND EQUIPMENT Hollow Stem Auger Mounted on a Nodwell WATER LEVEL AND DATE none observed 12 /11 /$4ART 12:05 pm FINISH 2 :20 pm _ LOGGER B.M. Witek z 0 w -J L11 DEPTH BELOW SURFACE(f t) SAMPLE STANDARD PENETRATION TEST RESULTS SOIL DESCRIPTION SYMBOLIC LOG COMMENTS INTERVAL TYPE AND NUMBER RECOVERY NAME, GRADATION OR PLASTICITY. PARTICLE SIZE DISTRIBUTION, COLOR, MOISTURECONTENT, RELATIVE DENSITY OR CONSISTENCY. SOIL STRUCTURE. MINERALOGY. USCS GROUP SYMBOL DEPTH OF CASING, DRILLING RATE. DRILLING FLUID LOSS. TESTS AND INSTRUMENTATION 6 " -6 " -6" IN) 0 Seven attempts to - - drill past 5 foot . depth. Each time - _ . boulders were en- - - countered at depths - of 3 to 5 feet. ' Boulders-.either .y 5 _ - stopped drilling progress or put the " - drill rods so badly' -1 - out of alignment - that no samples - - were taken. 10—' - - .1152 — — 20- - - REV 11/82 FORM D1586 CH21\1 CC HILL PROJECT NO. S18896.DO TE1OT NO. TP7 SHEET 1 OF 1 TEST PIT LOG PROJECT Tukwila ELEVATION 216± EXCAVATION METHOD Case 580 Backhoe LOCATION Access Road CONTRACTOR Segalie WATER LEVEL AND DATE APPROX. DIMENSIONS: Length LOGGER GWA DATE EXCAVATED 21 Nov 86 11 Width __ Maximum Depth 6 2 P Q.. > -I w ■ SAMPLE SOIL DESCRIPTION COMMENTS O cc U =Q— 1- LL� W Ix O (n,.. Q > ¢ Z ? 2 Qu I— Z SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL ISYMBOLIC LOG DIFFICULTY IN EXCAVATION, RUNNING GRAVEL CONDITION, COLLAPSE OF WALLS, SAND HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION • 1 - 2 - 3 4 5 6 - /. I- Silty Sand with Organics - _ _ .00 n1GOQ Dark Brown, Moist, Med. Dense Wel.) - , Bag 1 Silty Sand 60 %S 40 %M Tan, Moist. Med. Dense - - Contains 10% Cobbles (Basalt ?) Sandy Silt 60 %M 40 %S (20% Cobbles) Tan, Dry Dense Weathered Rock Near Refusal -boTl ore\ — CH2M :C HILL PROJECT NO. S18896.DO TE•T NO. SHEET 1 OF 1 TEST PIT LOG PROJECT Tukwila ELEVATION 198± EXCAVATION METHOD Case 580 Backhoe LOCATION Access Road CONTRACTOR Segal ie LOGGER GWA DATE EXCAVATED 21 Nov 86 WATER LEVEL AND DATE APPROX. DIMENSIONS: Length 13 Width 24 Maximum Depth 7 ELEVATION 1 1 SAMPLE SOIL DESCRIPTION COMMENTS Q > LL ? TYPF AND NUMRFR SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL ISYMBOLIC LOG DIFFICULTY IN EXCAVATION, RUNNING GRAVEL CONDITION, COLLAPSE OF WALLS, HEAVE, DEBRIS ENCOUNTERED, , WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION i 1 - 2 3 4 - 5-- 6- 7 - --1 Organic Sandy Silt _ _ _ — 30%S)70 %OL Brn, Wet, Soft (00 Bag Silt with Gravel Med. Plastic)20% 2i" Gravel Olive Brown-Gray _ - " ' "Soft ; n,:.. Occasional Cobbles (MO Silty Sand 40%M 60 %S (10 -15% 6 " -8" Cobbles) _ Reddish Tan, Wet, Med. Dense to Dense _ Weathered Rock Harder with depth (S M) — — Refusal "C4oTTor" CH2M :C HILL PROJECT NO. S18896.DO TEST NO. TP5 SHEET 1 OF 1 TEST PIT LOG PROJECT Tukwila ELEVATION 192± LOCATION Access Road CONTRACTOR Segalie EXCAVATION METHOD Case 580 Backhoe DATE EXCAVATED 21 Nov 86 LOGGER GWA WATER LEVEL AND DATE APPROX. DIMENSIONS: Length 12 Width 2i Maximum Depth 5 ELEVATION I I SAMPLE SOIL DESCRIPTION COMMENTS DEPTH BELI SURFACE 1Fr I Q > ¢ I— ? TYPF AND NUMBER SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL SYMBOLIC LOG ■ DIFFICULTY IN EXCAVATION, RUNNING GRAVEL CONDITION, COLLAPSE OF WALLS, SAND HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE GRADATIONAL CONTACTS. TESTS, INSTRUMENTATION 1 - 2 - 3 - 4 -1 5 --I 7 Organic Sandy Silt - Water seeps in - 40 %S 60 %OL - Dark Brown, Wet, Loose) (Mt- -) - Silty Sand - 60 %S 40 %M (50% Cobbles and Boulders) - - Boulders to 1H' Tan, Saturated, Dense, SM� - - - - Near Refusal on Boulders e--- - BOTTOM :b.3 U17JJ CH2M CC HILL PROJECT NO. S18896.DO TE•T NO. 4 SHEET 1 OF 1 TEST PIT LOG PROJECT Tukwila ELEVATION 180± EXCAVATION METHOD Case 580 Backhoe LOCATION Access Road CONTRACTOR Segalie LOGGER GWA DATE EXCAVATED 21 Nov 86 WATER LEVEL AND DATE APPROX. DIMENSIONS: Length 10 Width 2i Maximum Depth 61. ELEVATION • SAMPLE SOIL DESCRIPTION - COMMENTS SURFACE 'FT INTERVAL TYPE AND NUMBER )D0cn DO y0N -Ir O� -Z OZCnD Dy33 r- COv�m�m mpNL� rnZzm33 � <mp0 I- -I -I CmppZ 0 r . D m<Zr • m- 0 p0 -I Zrn_ O SYMBOLIC LOG RUNNINLTY A EXCAVATION, RUNNING GRAVEL CONDITION. DEBRIS EE CO OF WALLS, SAND HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION 4" Organic Sandy Silt Silty Sand 1 - - 10 %G 55 %S 35%M (20% Cobbles) - - Brown, Moist. Med. Dense (5 v 9 2 Silty Sand Tan - Brown, Moist. Med. Dense 3 - - Cobbles and Boulders at 3' (SP") - - Same as above 4 - Bag 1- except TAN, Dry - - (Weathered Rock) 5— — — _ 6 -. - - - Refusal _ / 7 - _ CH2M 0: HILL PROJECT NO. S18896.DO TES NO. SHEET 1 OF 1 TEST PIT LOG PROJECT Tukwila ELEVATION t70 I EXCAVATION METHOD Case 580 Backhoe LOCATION Access Road CONTRACTOR Segalie • LOGGER GWA WATER LEVEL AND DATE APPROX. DIMENSIONS: Length 10 DATE EXCAVATED 21 Nov 86 Width 23 Maximum Depth 5 ELEVATION ( ) SAMPLE SOIL DESCRIPTION COMMENTS DEPTH BELT SURFACE (F7 ) INTERVAL TYPE AND NUMBER SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL SYMBOLIC LOG RUNNIN LTY A EXC CONDITION, RUNNING GRAVEL CONDITION, DEBRIS EE CO OF WALLS, DANA HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION Silty Sand with Gravel 1 - - 15% 2" L. Gravel 45%S 40%M - - Tan, Moist, Med. Dense (SPA) 2.-, .. - :. . ... ... ,..... - 3-1 - - 4 .- Silty Sand Light Gray -Tan, Dry, V Dense (Weathered Rock)(, M) Bag 1' Refusal — 5 acrrioM - _ _ CH'■ :C HILL PROJECT NO. S18896.DO • PIT NO. TP2 TEST PIT LOG SHEET 1 OF 1 PROJECT Tukwila LOCATION Access Road ELEVATION 170+ CONTRACTOR Segalie LOGGER GWA EXCAVATION METHOD Case 580 Backhoe WATER LEVEL AND DATE APPROX. DIMENSIONS: Length 11 DATE EXCAVATED 21 Nov 86 Width 21 Maximum Depth 6.5 2 O Q . > W W _ 33 W V = ar r LL W �� O N.. SAMPLE SOIL DESCRIPTION COMMENTS Q > 11 2 0 Q w CC LL j F 2 SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL V J 0 c� > O y-I DIFFICULTY IN EXCAVATION, RUNNING GRAVEL CONDITION, COLLAPSE OF WALLS, SAND HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION: 1- Silty Sand W /Gravel - 15%G 45 %S 40%M - Tan, Moist. Dense,(SM) - 3- - . - 4— Silty Sand Light Gray -Tan, Dry, V. Dense1(SM) 5— — (Weathered Rock) digs out 6- - Leaving 10% Cobbles - Near Refusal BOTTOM ' I 7... - j - _ -e - 1 - 1;83 D1598 CH2M CHILL Q PROJECT NO. S18896.D0 TIT NO. TP1 SHEET 1 OF 1 TEST PIT LOG PROJECT Tukwila ELEVATION 178± EXCAVATION METHOD Case 580 Backhoe DATE EXCAVATED 21 Nov 86 Width Maximum Depth 6.5 LOCATION Access Road CONTRACTOR Sega1ie LOGGER GWA WATER LEVEL AND DATE NE APPROX. DIMENSIONS: Length 12 Z O 4 _ > W OJ m = f. O SAMPLE SOIL DESCRIPTION COMMENTS U Q-� u • Nu- Q > W Z _ Z ¢ < u �. m a Z SOIL NAME, GRADATION OR PLASTICITY, PARTICLE SIZE, DISTRIBUTION, COLOR, MOISTURE CONTENT, RELATIVE DENSITY OR CONSISTENCY, STRUCTURE, USCS GROUP SYMBOL V J 0 ). O y O DIFFICULTY IN EXCAVATION, RUNNING GRAVEL CONDITION, COLLAPSE OF WALLS, SAND HEAVE, DEBRIS ENCOUNTERED, WATER SEEPAGE. GRADATIONAL CONTACTS, TESTS, INSTRUMENTATION I 1 _ 2 - 3 - 4 _ 5— - Silty Sand _ - _ _ - ', n. m a Some Organics Med. Sand _ - Dark Brown. Moist, Loose,(S M) - a Bag 1 Silty Sand with gravel . - occasional cobble 15 %G 45 %S 40%M - Tan, Moist. Dense, (SM) - - Silt Low plasticity - - M 1_) Light Gray -Tan, Dry to Moist, Hard)( — — Bottom Hard Digging - Near Refusal - - - AFF•AVIT OF DISTRISJTION Wendy Bull [[ Notice of Public Hearing Notice of Public Meeting [[ Board of Adjustment Agenda Packet Board of Appeals Agenda Packet [[ Planning Commission Agenda Packet [] Short Subdivision Agenda Packet hereby declare that: [[ Determination of Nonsignificance Li Mitigated Determination of Non - significance [[ Determination of Significance and Scoping Notice �[ Notice of Action [� Official Notice [[ Notice of Application for DI Other Addendum to DNS for North Hill Res. Shoreline Management Permit [[ Shoreline Management Permit [[ Other was mailed to each of the following addresses on September 4, , 1987. Dept. of Ecology SEPA,Division MS PV -11 Olympia, WA 98054 Name of Project North Hill Reservoir File Number 235 -84 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor ADDENDUM TO DNS FOR CONSTRUCTION OF NORTH HILL RESERVOIR EPIC FILE 235 -84 Action Sponsor City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 Proposed Action Temporary 40 -foot wide haul road to west and north providing access to South 150th Street and Macadam Road. Twenty -foot easement within the above 40 feet will be for permanent storm drainage utility system for reservoir and adjacent properties. Project Location Portions of Lot 19 and 20, Brookvale Garden Tracts. NW 23 -23 -4. Lead Agency City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -1848 CHECKLIST: ENVIRONMENTAL REVIEW MAILINGS ( )\ U.S. Army Corps of Engineers ( ) Federal Highway Administration FEDERAL AGENCIES ( )U.S. Environmental Protection Agency ( )U.S. Department of H.U.D. (Region X) WASHINGTON STATE AGENCIES ( ) Office of Archaeology ( ) Transportation Department ( ) Department of Fisheries ( ) Office of the Governor ( ) Planning & Community Affairs Agency ( )Dept. of Social and Health Services ( )Dept. of Ecology, Shorelands Division ()Dept. of Ecology, SEPA Division * epartment of Game ( )Office of Attorney General * Send checklist with all determinations KING COUNTY AGENCIES ( ) Dept. of Planning & Community Devel. ( ) Fire District 18 ( ) Boundary Review Board ( ) Health Department ) South Central School District ) Tukwila Library ) Renton Library ) Kent Library ) Pacific Northwest Bell Telephone ) Seattle City Light ) Washington Natural Gas . ) Water District 75 ) Seattle Water Department ) Group W Cable ) Kent Planning Department ) Tukwila Board of Adjustment ) Tukwila Mayor Tukwila City Departments: ) - Public Works - Parks and Recreation - Police, ) - Fire ) - Finance - Planning /Building ( )Fire District 1 ( )Fire District 24 ( )Building & Land Development Division - SEPA Information Center SCHOOLS /LIBRARIES ( )Highline School District ( )King County Public Library ( )Seattle Municipal Reference Library UTILITIES ( )Puget Sound Power & Light ( )Val -Vue Sewer District ( )Water District 20 ( )Water District 25 ( )Water District 125 ( )Union Pacific Railroad CITY AGENCIES ( )Renton Planning Department ( )Tukwila Planning Commission Tukwila City Council Members: ( )- Edgar Bauch ( )- Marilyn Stoknes ( )- Joe Duffie ( )- Mabel Harris ( )- Charlie Simpson ( )- Jim McKenna ( )- Wendy Morgan OTHER LOCAL AGENCIES ) Puget Sound Council of Government(PSCOG) ( )METRO Environmental Planning Division ) Puget Sound Air Pollution Control Agency Office /Industrial 10,000 gsf or more ) Tukwila /Sea -Tac Chamber of Commerce Residential 50 units or more Retail 100,000 gsf or more MEDIA ( ) Daily Journal of Commerce ( ) Renton Record Chronicle ( )Highline Times ( )Seattle Times OFOICE MEMO • CITY OF TUKWILA To: -Phil -6as&r FROM /Nl vvl .ecirrTrachhaeid DATE: 'af_Y//1713n / /?g7 SUBJECT: ithrgi# epte,85s=eei �In adclena'om ar, ra/defe��n na��'l &L,1 ��5�� ee�i /e9Yie p/oth'e6 uni/ 4 /0'reaiwi ADDENDUM TO DNS FOR CONSTRUCTION OF NORTH HILL RESERVOIR EPIC FILE 235 -84 Action Sponsor City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 Proposed Action Temporary 40 -foot wide haul road to west and north providing access to South 150th Street and Macadam Road. Twenty -foot easement within the above 40 feet will be for permanent storm drainage utility system for reservoir and adjacent properties. Project Location Portions of Lot 19 and 20, Brookvale Garden Tracts. NW 23 -23 -4. Lead Agency City of Tukwila Planning Department, 6200 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -1848 (25 /MB.DNSADD) ONCE MEMO • CITY of TUKWILA TO: FROM: /JtQ /ek DATE: 9/'l o� A �/ ��nn �/��/ SUBJECT: �y/� `/�J // "�,.��LOI /�- /vVR�I�/ J /�LCi i� 14e, of <3,>u� Y�'(��,e�rC b2�iDG4JceACk are/ (AL � � e-ra Ala rood itkAutua u�✓ � #16 �9 � //-800c) a,/9/ //an deo e ami C 1d - otRhsONVirl ac-M ► 1 ' Q _ - - -Th.4L --Wi\c ,61dN r)c icy -d -J0 • c ' coop mss-: s IM?I 1 W S1.(- � .�,:\S NO - `Lt0 ') UI NMQAS 142 WAC 197 -11 -1350 DECLARATION OF NONSIGNIFICANCE Description of proposal Proponent Construction of North Hill Reservoir City of Tukwila Location of proposal 14953 57th Ave. So. Lead Agency City of Tukwila File No. EPIC - 235 -84 This proposal has been determined not to have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review by the lead agency of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. Responsible official Brad Collins Position /title Planning Director Address and phone 6200 Southcenter Blvd., Tukwila, WA 98188 433 -1845 Date 4, - Li.- $N Signature coL)Lo e_ CLERICAL TRANSMITTAL FORM [� Draft ( )1 ( )2 ( )3 ( )4 ( )5 Date Submitted Q Final. Confidential: ❑ Yes Q No Date Requested By DEADLINE [( A.M. Mail Document Title Author Spacing: 1 0 1# 0 2 [] 3 Special Margins: Special Paper: Envelopes: [] Regular J Large Distribution (include addresses) Special Instructions Word Processor Retention: [] Delete [] Keep until 0 Permanent (Please keep this form until the document has been completed, if the document has been completed then please return this form to the Planning Secretary.) Word Processing File Name Control Page Date Completed Speed Letter® To l� From b. ifs / aA Wt S Subject ,y'�� -� L,AI f. &S L T e 2 -41-l' —No 9810 FOLD MESSAGE C .o6Q S 34' 4( !.,?4i ,F //e 7re a S c ci 5I7E . C[_141L %s74__v >#' !l/ s / /mil e'! ce/iJ wpohaeslials. 117:,7'-' 1 i�7(i= s7Uz--- 64/i5 S W ZfrAr-r,e /7o l E Lei? C'72/ Lr Date REPLY Signed —No 9 FOLD —No 10 FOLD Date Signed WilsonJones GRAYLINE FORM 44 -902 3-PART 0 1983 . PRINTED IN U.S A. RECIPIENT — RETAIN WHITE COPY, RETURN PINK COPY 583 0 1 0 OE E %45' I' 4:9 FOR CITY qiiTITKWILA VARIANCE REVIEW_ SOIL.REPDIW F.q.st 268 ft. of Lot 20 a. South 9 ft. of Lot-19, , SEATTLE-KING COUNTY DEPARTMENT OF PUBLIC HEALTH Rrookdale Garden • Addn. SUBMIT IN DUPLICATE Division of Environmental Management SHORT SUBDIVISION REPORT SUBMIT IN DUPLICATE Owners Name Street City Zip Phone Agents Name Method #1. Method #2. Method #3. Proposed Method: Street City WATER SUPPLY 1 Existing Public Water Supply, Zip Phone Gi Letter of Service Availability attached (ZZ) Proposed Public Water Supply C) Protective Covenant Recording Numbers =Water Line Easement Recording Number Individual Wells (All lots greater than 5 acres) SEWAGE DISPOSAL (=Existing Sewer District =Letter of service availability attached Individual Systems Soil Log (At least one per acre or one per Iot - Percolation Tests (At least one per acre whichever is larger) Including depth to ground- or one per lot - whichever is larger) - water 1 • )' Existing residence 1. - -- MIN /IN 2) 14" organic, 43". loose moist mottleg. �2 min. /in. MIN /IN gravelly clay loam • 3).15" loose dark broom gray. clay 1oa44. 7 min. /in. MIN /IN 23" loose light brown gray, clay loam, (I/4 mpervious bedrock at "8 ". 4. 9 min. /n. MIN /IN 9 4)'� " loose dark brown clay loan /organic /,/ , , • 3�+" t loose moist clay loam with mottling /.-� " 1/!!� r ',/ -impervious bedrock at 42 ". CertifiedrDesigp r or Civil Sanitary Engineer * *** * * * * * * * * * * * * * * * * * ** ter********** ********************* t**! R *t *tt * * * * * *tt* * * * * * *t * *t * * * *** Soil tested by: Kurt J. Palowez C.D.. #35 DEPARTMENT USE ONLY Nov. 25, 1983 CI Public Water Supply Letter of Service Availability - Acceptable 0 Source Location - Acceptable - Covenants and Easements on File 0 Plans of construction, extensions, alteration, or changes of the Public Water Supply submitted and approved - Letter on File WATER SUPPLY: Sewage Disposal: 0 Soil Depth Acceptable Percolation Rates Acceptable O Sufficient Area for Disposal APPROVED DATE DISAPPROVED DATE To • • Subject, r \L -S `e-- 0t1 . Speed Message • From 12._tc._ • • Date �V� 15 198 ! 1 1(zeo t2 ► \mo t. et.`Ku\J M 1 eL PsOD B Cl t& A'6.W rLSc.i t S 2. L' S(&INL( Iry fUl5LIC, CS CaYAMNSM_ 1(01A411- e ti. Wt cw.. e-g 5C O1..W J � 28 M ak. Signed WilsonJones GRAYLINE FORM 44-900 2 -PART C1983 • PRINTED IN U.S.A. A AO .41P Aven' CITY OF TUKWILA Ag6 PERMIT NUMBER EA -24-1C01° CONTROL NUMBER CJ( -54- -(q,j CENTRAL PE/RMI•T SYSTEM - ROUTI FORM TO: BLDG. Q PLNG. P.W. Q FIRE Q. POLICE Q P. & R. PROJECT 13C.W. 1-} X cj V ADDRESS 14c(53 ANIE DATE TRANSMITTED 1 g RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR J..CJ6 RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: Q .Q Q Q 0 Q. Q a a Q Q Q Q D.R.C. REVIEW REQUESTED El ' PLAN CHECK DATE PLAN SUBMITTAL REQUESTED [=1 COMMENTS PREPARED BY PLAN APPROVED. C.P.S. FORM 2 CITY OF TUKWILA CENTRAL PERMIT SYSTEM. ENVIRONMENTAL REVIEW ROUTING FORM TO: BLDG x) PLNG P.W. PROJECT I\Q -N TPrILL S \LC U . LOCATION 14-956 5)1f , S. DATE TRANSMITTED 6,1 STAFF COORDINATOR Ric r_ e) . FIRE •CN 34-- (q EPIC z35-$4 FILE 54 -11-COP DR -S-$1- POLICE P &R FILE NO. RESPONSE REQUESTED BY RESPONSE RECEIVED THE ATTACHED ENVIRONMENTAL CHECKLIST WAS RECEIVED REGARDING THIS PROJECT. PLEASE REVIEW AND COMMENT BELOW TO ADVISE THE RESPONSIBLE OFFICIAL REGARDING THE THRESHOLD DETERMINATION. THE ENVIRONMENTAL REVIEW FILE IS AVAILABLE IN THE PLANNING DEPART- MENT THROUGH THE ABOVE STAFF COORDINATOR. COMMENTS REGARDING THE PROJECT YOU WISH CARRIED TO THE PLANNING COMMISSION, BOARD OF ADJUSTMENT, AND CITY COUNCIL SHOULD BE MADE ON THE ATTACHED CENTRAL PERMIT SYSTEM ROUTING FORM. CITY OF TUKWILA PERMIT NUMBER F.A-u -C/Sta_ CONTROL NUMBER G( -p4; -(q,( CENTRAL PERMIT f V r T r \l 1't A I I T * r n n\ I D P_ -8 -84' TO: a BLDG. a PLNG. tto. P.W. a FIRE J. POLICE a P. & R. PROJECT 13 12.fl- 44 -(,tom. .■t0 ( e ADDRESS 14953 5-) ANA ; S , DATE TRANSMITTED (1 t RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR g,ac 15, a RESPONSE RECEIVED (Li 8f- PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: col 0 IR I h c' Q - W N (\ 1 -t-r0v Q U F-01-.- t 3 `r‘l P lu\1 . a °( L csr1 6L ; - �x(U1dJ11�(� p'vYv( r rA w 2.1s Agvi6( , 5 T-- . M✓1�I 2 nu(ng FOB Ts SL.013- D( V) 1St d— a a a a a � a a a a a a a a D.R.C. REVIEW REQUESTED [] PLAN SUBMITTAL REQUESTED 0 PLAN APPROVED . [� PLAN CHECK DATE (o COMMENTS PREPARED BY _< w C.P.S. FORM 2 CITY OF TUKWILA PERMIT NUMBER a4-2- L-Ctha CONTROL NUMBER CA-e4. -Pti CENTRAL PERMIT SYSTEM = ROUTI FORM TO: Q! BLDG. Eli PLNG. " P.W. FIRE Q POLICE Q" P. & R. PROJECT i3CW-114 ADDRESS 46153 5)'11-1 P\ l , S , DATE TRANSMITTED I 184- RESPONSE REQUESTED BY (1.18 C.P.S. STAFF COORDINATOR giCVL t5. RESPONSE RECEIVED. PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: D.R.C. REVIEW REQUESTED 0 PLAN SUBMITTAL REQUESTED Q PLAN APPROVED Q PLAN CHECK DATE COMMENTS PREPARED BY C.P.S. FORM 2 CITY OF TUKWILA PERMIT NUMBER a4-u-_ P CONTROL NUMBER Q( -g4. -(q( CENTRAL PERMIT SYSTEM = ROUT FORM TO: Q BLDG. Q PLNG. P.W. g FIRE 0 POLICE Q P. & R. PROJECT 1012 .4 ADDRESS 14f 53 5T rd iii.. , S . DATE TRANSMITTED .D(1 184 RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR ?j,(JL RESPONSE RECEIVED c..1_84- PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: L Q' Q D.R.C. REVIEW REQUESTED [� PLAN SUBMITTAL REQUESTED [l PLAN APPROVED /\ PLAN CHECK DATE COMMENTS PREPARED BY C.P.S. FORM 2 L:l I Y UI I UKW1LA CENTRAL PERMIT SYSTEM - ROUTIIFORM I'LI M1I NUM6tK LUIY 1 KUL NUMdt < L 1 -b'} -«.I TO: Q BLDG. Q PLNG. 57, P.W. 0 FIRE 4. POLICE Q P. & R. PROJECT 1 .21-14 ADDRESS 1461453 5.?ri.i DATE TRANSMITTED �( i i84- RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR C�L RESPONSE RECEIVED 6 (LI84- ( (84- PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS *IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: 14. Police ... YARD LIGHTING SHOULD BE OF THE HIGH SECURITY ANTI - VANDALISM TYPE. Q LIGHTED AREA SHOULD INCLUDE PARKING STALLS, TENNIS COURT AND PLAY AREA. PJL Q Q Q Q Q .: 0 Q p.,. Q Q Q . . Q .. Q Q Q D.R.C. REVIEW REQUESTED [] PLAN SUBMITTAL REQUESTED [3 PLAN APPROVED.. PLAN CHECK DATE COMMENTS PREPARED BY AkY41 fglff C.P.S. FORM 2 . CITY OF TUKWILA %,,, CENTRAL PERMIT SYSTEM = ROUTi G FORM PERMIT NUMBER 04'11 NUMBER G( -84 -N1 TO: [] BLDG. Q PLNG. P.W. Q FIRE Q POLICE it P. & R. PROJECT 13(12.11.4 ADDRESS 14'53 AsNlez.. S . DATE TRANSMITTED 4;)(I j4- RESPONSE REQUESTED BY 6tci,18¢ C.P.S. STAFF COORDINATOR gi,C4 t5, RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: Q Q Q Q D.R.C. RE 'EW REQUES - PLAN SUBMITTAL REQUESTED 0 PLAN APPROVED 0 RAN CHECK DATE 6r9 COMMENTS PREPARED BY �,Q C.P.S. FORM 2 CITY OF TUKWILA CENTRAL PERMIT SYSTEM. ENVIRONMENTAL REVIEW ROUTING FORM TO; BLDG ( 1 PLNG ( P.W. PROJECT r3or. i+t LL 1E-St2\tOt12 LOCATION 14-953 5)'P+- • S. DATE TRANSMITTED 471,t84- FIRE •CN84_(g1 EPIC z35 -$4 FILE 54- 11 -cot STAFF COORDINATOR RL( e). POLICE VCI P & R FILE NO. RESPONSE REQUESTED BY � It `$9- RESPONSE RECEIVED THE ATTACHED ENVIRONMENTAL CHECKLIST WAS RECEIVED REGARDING THIS PROJECT. PLEASE REVIEW AND COMMENT BELOW TO ADVISE THE RESPONSIBLE OFFICIAL REGARDING THE THRESHOLD DETERMINATION. THE ENVIRONMENTAL REVIEW FILE IS AVAILABLE IN THE PLANNING DEPART- MENT THROUGH THE ABOVE STAFF COORDINATOR. COMMENTS REGARDING THE PROJECT YOU WISH CARRIED TO THE PLANNING COMMISSION, BOARD OF ADJUSTMENT, AND CITY COUNCIL SHOULD BE MADE ON THE ATTACHED CENTRAL PERMIT SYSTEM ROUTING FORM. ITEM COMMENT i i DATE COMMENTS PREPARED C.P.S. Form 11 CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENVIRONMENTAL REVIEW ROUTING FORM TO: 1 ( BLDG PLNG P.W. 1 FIRE PROJECT opif, r..2€.:Ste.Notte. LOCATION 14-95s 5-y1 . S, DATE TRANSMITTED alt \,84 STAFF COORDINATOR Ric"... j . •CN f34-- q EPIC z35 —$4 FILE 54 - 12.t PR-8--84- POLICE P &R FILE NO. RESPONSE REQUESTED BY 411([61- RESPONSE RECEIVED THE ATTACHED ENVIRONMENTAL CHECKLIST WAS RECEIVED REGARDING THIS PROJECT. PLEASE REVIEW AND COMMENT BELOW TO ADVISE THE RESPONSIBLE OFFICIAL REGARDING THE THRESHOLD DETERMINATION. THE ENVIRONMENTAL REVIEW FILE IS AVAILABLE IN THE PLANNING DEPART- MENT THROUGH THE ABOVE STAFF COORDINATOR. COMMENTS REGARDING THE PROJECT YOU WISH CARRIED TO THE PLANNING COMMISSION, BOARD OF ADJUSTMENT, AND CITY COUNCIL SHOULD BE MADE ON THE ATTACHED CENTRAL PERMIT SYSTEM ROUTING FORM. ITEM COMMENT DATE COMMENTS PREPARED BY C.P.S. Form 11 CITY OF TUKWILA' ENVIRONMENTAL CHECKLIST FORM This questionnaire must be completed and submitted with the application for -permit. This questionnaire must be completed by all persons applying for a permit from the City of Tukwila, unless it is determined by the Responsible Official that the permit is exempt or unless the applicant and Responsible Official previously agree an Environmental Impact Statement needs to be completed. A fee of $60.00 must accompany the filing of the Environmental Questionnaire to cover costs of the threshold determination. I. BACKGROUND 1. Name of Proponent: , City of Tukwila 2. Address and Phone Number of Proponent: 433 -1855- 6200 Southcenter Boulevard, Tukwila, Washington 98188 3. Date Checklist Submitted: April,-1984 -.4. Agency Requiring Checklist: City of Tukwila, Planning Department 5. Name of.Proposal, if applicable: North"Hill Reservoir 6. Nature and Brief Description of the Proposal (including but not limited to its size, general design elements, and other factors that will give an accurate• understanding of its scope and nature): Water reservoir, passive park, landscaping, tennis court. (see attached pla(d, ,Alt. #1, #2, #3) 7. Location of Proposal (describe the physical setting of the proposal, as well as the extent of the land area affected by any environmental im- pacts, including any other information'needed to give an accurate under- standing of the environmental setting of the proposal): 14953 -57th Avenue South; 22,00 square feet of landscaping; 7,000 square feet of hard surface 8: Estimated Date for Completion of the Proposal: 1987 9. List of all Permits, Licenses or Government Approvals Required for the Proposal (federal, state and local): (a) Rezone,,con anal use, shoreline permit, etc. (b) King Coy Hyd•r- -a•ul i-cs Permit ( c ) Building permit YES X NO YES NO ,X YES X NO (d) Puget Sound Air Pollution Control Permit (e). Sewer hook up permit (f) Sign permit (g) Water hook up permit. (h) Storm water system permit (i) Curb cut permit (j) Electrical permit (State of Washington) (k) Plumbing permit (,King County) (1) Other: l.¢j l�tJ YES NO X YES NO X YES NO X YES NO X YES X NO YES X NO YES X NO YES NO X 10. Do you have any plans for future additions, expansion, or futher activity related to or;con ?ected with this proposal? If yes, explain: Extension of 12" water main to site, installation of constant pressure pump 11. Do you know of any plans by others which may affect the property covered by your proposal? If yes, explain: No 12. Attach any other application form that has been completed regarding the pro - posal; if. none has been completed, but is expected to be filed at some future date, describe the nature of such application form: Short plat (see attached application) division of 1.97 acre site into two parcels. II. ENVIRONMENTAL IMPACTS (Explanations of all "yes" and "maybe" answers are required) 1. Earth. Will the proposal result in: (a) Unstable earth conditions or in changes in geologic substructures? YES MAYBE NO (b) Disruptions, displacements, compaction or overcover- 'ing of the soil? X (c) Change in topography or ground surface.relief fea- tures? X. (d) The'destruction, covering or modification•3f any unique geologic or physical features? X X • • • • City of Tukwila Environmental Checklist Form Page 2, Page 3 and Page 4 Additional Information PAGE 2 & 3 - I BACKGROUND 9. List of all Permits, Licenses or Governmental Approvals required for the Proposal (federal, state and local): (continued) h. Provide_ site "drainage _to storm sewer "s —in the�ar_ea7 i. Provide access to 57th Avenue South j. To provide electrical power to yard lighting and electric motors on water pressure pumps PAGE 3, PAGE 4 ENVIRONMENTAL IMPACTS 1. Earth b. Excavation of earth and rock to provide bench in the hillside for erection of reservoir. Nearly all excavation will be removed from the site. A small portion will be relocated, recompacted as non - structural fill material. c. Site grading to accomodate driveway access, create flat building area, approximately 80% of the site will be regraded. Storm runoff water will be increased due to increase in impervious surfaces, but vffi_ll_'be tej to limit the site runoff to existing natural conditions. 3. Water b. Storm runoff water will be increased due to increase in impervious surfaces, but will be controlled on site to limit the site runoff to existing natural conditions. 4. Flora •a.& c. Approximately 35% of the site will be permanently impervious building materials; approximately 80% of the site will ber regraded and re landscaped in native and ornamental flora; about 20% of the site will remain in its natural condition of trees, grass, bushes. YES MAYBE NO (e) Any increase in wind or water erosion of soils, either on or off the site? X (f) Changes in deposition or erosion of beach sands, or changes in siltation, deposition or erosion which may modify the channel of a river or stream or the bed of the ocean or any bay, inlet or lake? Explanation: 2. Air. Will the proposal result in: (a) Air emissions or deterioration of ambient air quality? (b) The creation of objectionable odors? (c) Alteration of air movement, moisture or temperature, or any change in climate, either locally or regionally? Explanation: 3. Water. Will the proposal result in: (a) Changes in currents, or the course or direction of water movements, in either marine or fresh waters? _ ) Changes in absorption rates, drainage patterns, or the rate and amount of surface water runoff? X (c) Alterations to the course or flow of flood waters? _ (d) Change in the amount of surface water in any water body? X X X X (e) Discharge into surface waters, or in any alteration of surface water quality, including but not limited to temperature, dissolved oxygen or turbidity? X (f) Alteration of the direction or rate of flow of around waters? X (g) Change in the quantity of ground waters, either through direct additions or withdrawals, or through interception of an aquifer by cuts or exc,,ations? -3 X (h). Deterioration in ground water quality, either through direct injection, or through the seepage of leachate, phosphates, detergents; waterborne virus or bacteria, or other substances into the ground waters? YES MA'Y'BE NO (i) Reduction in the amount of water otherwise avail- able for public water supplies? X Explanation: 4. Flora. Will the proposal result in: (a) Change in the diversity of species, or numbers of any species of flora (including trees, shrubs, grass, crops, microflora and aquatic plants)? X (b) Reduction of the numbers of . any unique, rare or endangered species of flora? X (c) Introduction of new species of flora into an area, or in a barrier to the normal replenishment of existing species? X (d) Reduction in acreage of any agricultural crop? :X Explanation: 5. Fauna. Will the proposal result in: (a) Changes in the diversity of—species, or numbers of any species of fauna (birds, land animals including reptiles, fish and shellfish, benthic organisms, insects or microfauna)? (b) Reduction of the numbers of any unique, rare or endangered species of fauna? (c) Introduction of new species of fauna into an area, or result in a barrier to the migration or movement of fauna? (d) Deterioration to existing fish or wildlife habitat? Explanation: X YES MAYBE NO 6. Noise.. Will the proposal increase existing noise levels? X Explanation: - during construction - park uses NOTE: Area is in high noise area from Macadam Road and I -5 7. Light and Glare. Will the proposal produce new light or glare? X Explanation: Only if park uses require lighting for after dark uses 8. Land Use. Will the proposal result in the altera- tion of the present or planned land use of an area? Explanation: 9. Natural Resources. Will the proposal result in: (a) Increase in the rate of use of any natural resources? (b) Depletion of any nonrenewable natural resource? Explanation: - Construction materials 10. Risk of Upset. Does the proposal involve a risk of an explosion or the release of hazardous substances (including, but not limited to, oil, pesticides, chemicals or radi- ation) in the event of an accident or upset conditions? Explanation: X X 1 YES MAYBE NO 11. Population. Will the proposal alter the location, distribution, density, or growth rate of the human population of an area? X 12. Housing. Will the proposal affect existing housing, or create a demand for additional housing? X Explanation: 13. - Transportation /Circulation. Will the proposal result in: (a) Generation of additional vehicular movement? X (b) Effects on existing parking facilities, or demand for new parking? X (c) Impact upon existing transportation systems? X (d) Alterations to present patterns of circulation or movement of people and /or goods? X (e) Alterations to waterborne, rail or air traffic? X (f) Increase in traffic hazards to motor vehicles, bicyclists or pedestrians? X Explanation: a - during construction b - for park uses, 8 stalls provided location is adjacent to trail #7 14. Public Services. Will the proposal have an effect upon, or result in a need for new or altered governmental services in any of the following areas: (a) Fire protection? (b) Police protection? _ (c) Schools? _ (d) Parks or other recreational facilities? X Minor maintenance (e) Maintenance of public facilities, include rig roads? X Increased maintenance for structure, pumps, valves, navamantc and fenrpc_ -6- Ma BE MAYBE NO (f) Other governmental services? X Explanation: 15. Energy. Will the proposal result in: (a) Use of substantial amounts of fuel or energy? X (b) Demand upon existing sources of energy, or require the development of new sources. of energy? X Explanation:, 16. Utilities. Will the proposal result in a need for new systems, or alterations to the following utilities: (a) Power or natural gas? (b) Communications systems? (c) Water? (d) Sewer or septic tanks? (e) Storm water drainage? (f) Solid waste and disposal? Explanation: b - alarm system, controls e - site drainage (retention) 17. Human Health. Will the proposal result in the crea- tion of any health hazard or potential health hazard (excluding mental health)? Explanation: X X X X • 18. Aesthetics. Will the proposal result in the obstruc- tion of any scenic vista or view open to the public, or will the proposal result in the creation of an aesthetically of- fensive site open to public view? Explanation: - Project is notched into hillside, below summit of hill 19. Recreation. Will the proposal result in an impact upon the quality or quantity.of exist- ing recreational opportunities? Explanation:. - Increase opportunities for providing additional services, open space and recreation (active and passive) 20. Archeological/ Historical: Will . th -e proposal result in an alteration of a signifi- cant archeological or his - torical site, structure, object or building? Explanation: CERTIFICATION BY APPLICANT: YES MAYBE NO I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non - significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. natu\-.e and i tl e Byron e. Sneva, P.E. Public 'Works Director -8- Walk Date X