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HomeMy WebLinkAboutSWP272057(13) s �� 1ng � s � � N � Nd � � � bbb � � a � s ✓i s�� N o/1 �'� N3 W !C�_a � x 33 � � � 0 9 /v13 7 d �d � .� oz - t z -� � s MATCHLINE MC 4+50 SCALE' 1" = 20' 0 -5bl e 3 A C x 3� 342 C I 24 Q S 916 x 30 } CB TYPE I - SOLID LID RIM EL 115.39 I.E. 111.5 (18: NE) I.E. 111.5 18 SW) C BAN U \ X�o � o ,T0� E�'1 I o P 1 f 0 q-0 5 2 ��� 3 fo 8. 85 � �5f' , q 10 -5 f0 � .33 x \be SPILLWAY STRUCTURE 0 S 82 0 r�orcT ci ,L. 1 2.58' \ �g3 2y1 to fas. 62 b9i,5 B 33v 32 3� g5 1, }5 WEIR (304) l 4 EL 111.1 Za 4 3 C8 TYPE I - SOLID LID 3'ig ° 4 p 33, RIM EL. 115.07 3� bNT I.E. 110.0 �18: NE) I.E. 110.0 18 S) 16 3 33 332 3Z5 � � �0 FISHWAY OUTLET STRUCTURE 353 63 ��4 9 35� 313 $ 1 �o S o � a15 C �22 / � GD� wod Cr�cK Sc dim-cr � �kll.� C le.4n�rJ \� :T 3�9 <) C/cb�cd Alld 32° 7- Z! 28-yq D. Ga�cY 9 - 28 -5g NE 144 q 0 yfCk 820 44 1 '^M 4 / 8 4 / 842 84 t801 367 �\ 83 8 380 \v �f 835 5+00 4 8 837/ 379 343 '802 (/j(s✓' AIa S <<P r 832( E �� .v 5 6 5 t� 0 1 gyp. R41 �pf / $ ` 29 3 803 18 1 � 63 / R f. �11,s11 J�g pC/p p 19 $2 24 8 31 !e. 368 SW ` 26 342344 �2O�r►)Q✓T �er»ovt d 825 I SD c 7' g 220 3 223 13, Ili 0 8 345 Z qD 361 231 859 \ 2 3 6 o C-- f �60 369 224 / i Ar 3 zg cy / ! 850 346 372 86 18 8 � 341 804 � 370 85 N �{, i 371 '� 347iry 360/ 952 f I / 373 225 / 348 / O<" y ~ Spy 0O / O CRFS wq Y m 853 l E4 STRUCT 349 374 tA \ 5 s e� 2' 203 00 204 ass / P 11 o �D cl 309 , 2 334 37S 09 LeiR �.� 857 350{ 1 1 30304 1 1•I1) 31 340 �,805 37 854 TOE 855 I30 65 816 2 � 10 071 -� 56 0 - 205 311 202 339 353 3 330 1 29 28 TOP 327 338 331 I I 32 TOP ! 35 33 3 � 352 63 1 1 _� 336 2 37 813 806 I 325 323 324 TOP 812 2�> 1 811 t� 1 810 f 314 M - --- - - 12 8' / l4id/Cwoo� Crcek 316 1s8 � ,,, , .S c d in t» t 6 A f �eo7,'1 6 322 3 p s*"-h of c d St e.r t 8 7 809 a j�1 2 STRQC q y p 13 3 1 qN. ,� R/M 80 1�61 320K//yC Cl £�• 10 R Mjy 3 81 1;', �� �v C1ygHs4� 384 1�621. p . Gaic (o -I -q� \� NEB F(• 3 65 1�625.3 MATCHLINE MC 4+50 ' 44 � tp1 4 Y SCALE" 1 20' S 3�4 lbol CL W 361 6� 3� I � 319 apZ O 14 Q S sib - 1 8� 11Y I 2 $p4 — CB TYPE I SOLID LID I 3 RIM EL. 115.39 Z3� �10 8'�1 I.E. 111.5 (18 NE) U I.E. 111.5 18' SW) 341 224 3 6`� 86 Q` T g C L N�� �ko� U o 7-Tom EL'� I ��0 P O,� yA9 1j. P 1 1d9.os 2 6410 s �� 3 �08. 85 I , -S 1 D 9 .3 3 35p 6 ( os . -79 115 SPILLWAY STRUCTURE 10 8 . 82 n - . E T _ 117.68' 9 lob . }c v � 3 105 . ai � 31 � ` 6 2 $ S5� WEIR (304) 1 �� 3 4 314 EL 1 TYPE I — SOLID LID 15 p�304 33� CB 3 RIM EL. 115.07 31 anti I.E. 110.0 (18" NE) 1 NO I.E. 110.0 (180 S) cg 3`�` 32 p �OQ N6 3 33 332 FISHWAY OUTLET �5 N" k�0 STRUCTURE 353 63 3,4 3`•� Y \ 34,b 9 1 � 351 323 $ 1 SAI ��b CTI d 3`.o St thin cr �kd�r► C �2p �- z1- 99 �0 9-zs-99 D Care?, `I- 2a -g9 i fi Stu . �s t « -` _l e✓__ S k i:�►_ � _B As ITV . -A P LE WOOL Goy - Sup Tszp_G'a Is l NW 31- - �b-`•� b _ TaP-�- `� a -ZI, "m +o P3 P 3_ 8 1 / P% � W3, �_._ 0v_ev_..ROW Wtir 2 T_? Gtv, el ZN� ,I D +, P9 �� r. ISkG� \ 1A1 1,9 I 14 �16 Ig13 3� •ypS I � � 014 x i'o ''` I b� 2D 34� 13� 0 6 341 G G� X ISPILLWAY STRUCTURE CREST EL. 112.68' 3j3 D� t \ 3 32 $�1 3 ♦ EL WEIR 1 f 1 CI 09 \ j15 4 33� ID 1 �0 N6 3 ` 33 332 �2g N 8NN 61 .5�4 \ rb WARZA Engineers and Scientists LETTER OF TRANSMITTAL R TO City Of Renton DATE MAY 27, 1998 JOB NO. 7163H800 200 Mill Avenue South FILE 7163.110 ATTENTION Daniel Carey Renton WA 98055 RE: As-Built Submittal WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ® calculations COPIES DATE NO. DESCRIPTION 1 5/11/98 As-Built Mylars T.7 � n fi e 1 5/25/98 Pond Volume Calculations 1 5/25/98 Spillway Rating Curve Calculations L i I i THESE ARE TRANSMITTED as checked below: ® For approval ❑ Conforms with design ❑ Resubmit copies for review ® For your use ❑ Conforms with revisions noted ❑ Submit copies for distribution ❑ As requested ❑ Revise and resubmit ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 1998 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Attached are the original As-Built drawing mylar's and back-up calculations for the Sedimentation Pond. This submittal is the final deliverable for the Sedimentation Basin project, Harza Project number 7163H. Upon your approval of this submittal, I will issue our final invoice for this project,and close out the task number. COPY TO: SIGNED, Post Office Box C-96900 2353 130th Avenue N.E., Suite 200 (425)602-4000 Bellevue,Washington 98009 Bellevue, Washington 98005 Fax(425)602-4020 ' Fi I( - ar�p n ,t WARZA CALCULATION COVER SHEET PROJECT: Maplewood Sedimentation Basin JOB NO.: 7163H800 CALCULATION DESCRIPTION ORIGINAL ® CHECK❑ Calculate spillway rating curve for as-built drawings. CRITERIA Original spill rating table was calculated by Albert Liou during design. Revised rating curve takes into accout varying weir coefficient with head over broad crested weir. Sheet 2 and 3 detail method. RESULT Final flow rating table is provided in calculations,and is plotted on as-built mylars. REV DATE BY CHECKED NOTES Original 5/25/98 CMG DEP file: 7163G/calcs/asblts/spiltabl.doc Fish Channel Weir: Weir Crest El= 111.17 ft , Triangular.Sharp-Crested Weir Formula: (Ref.: Brater and King. "Handbook of Hydraulics". 1976) Qvnotch=2.5*tan(9/2)*H2.5 where: Crest Horizontal Dimension,x= 3.5 ft Crest Vertical Dimension,y= 2 ft Crest Base Length,b= 1 ft Weir angle,0= 120.5 degrees Rectangular.Sharp-Crested Weir Formula: (Ref.: Brater and King. "Handbook of Hydraulics". 1976) Q+rew=C*L*H3re where: Weir Coefficient,C= 3.33 (Ref:A Liou's calcs, 3/13/95)) Crest Length,L= 1 ft Submerged Sharp-Crested Weir Formula: (Ref.: Brater and King. "Handbook of Hydraulics". 1976) Q2/0=0-(H2/H)n)0.385 where: Q= Unsuberged Discharge at H Q2= Suberged Discharge H2/H= Ratio of downstream to upstream head n= 2.5 (Exponent in the free discharge equation for V-notch weir which is dominant) * H2 values were determined by subtracting 0.8'(weir step height)from the weir tailwater depth,d2. L� 3 515 t Pd% efY 8,*w v r FltMa$g Wl0on fob h fi a el it ter. Overflow Weir: Weir Crest Elevation Difference= 1.5 ft Weir Crest El= 112.67 ft Rectangular.Broad-Crested Weir Formula: (Ref: Brater and King. "Handbook of Hydraulics". 1976) Q=C*L*H"2 (Eq 5-53) where: Weir Coefficient,C=varies with head,H(see Table 5-3,Brater and King) Crest Length,L= 60 ft Crest Breadth, B= 1.5 ft Maplewood Creek Fish Channel Splitter.xls 7163G Splitter-A.L.'s(2) 5/21/98 10:54 AM Client: N a �%�^ Job # 3 Dote 3 6 9d Consulting engineers and Scientists Project: /�,� , •,,-�-- �. -� L4z,,t,,,d By: G Date Bellevue.WA (425)602-4000 Subject: r Chkd. By: Pcge of sZ3 A p✓i �. � / 'T��' ��/-�-� f U�iJ:. U CL 5 t aC_ .?,�L. ��L La_d.�f S l�� i N, > i r' I t9 D � - Flow Splitter Structure Weir Flow Rating Curves - A.L.'s Sed. Pond Spillway Rating Curves Fish Channel Weir Overflow Weir Unsubmerged Unsubmerged HWEL Head, H Qv_notch Q1I.ct Qunsub HZ (H2/H)"' QS„b Head, H C Qunsub QTOTAL ft ft cfs) (cfs) (cfs ft ft) (cfs) (cfs 111.17 0.0 0.00 0.00 0.00 0.0 0.00 0.0 0.0 0.0 0.0 4,,1 111.27 0.1 0.01 0.11 0.12 0.0 0.00 0.1 0.0 0.0 0.0 � ":y , 111.37 0.2 0.08 0.30 0.38 0.0 0.00 0.4 0.0 0.0 0.0 � 111.47 0.3 0.22 0.55 0.76 0.0 0.00 0.8 0.0 0.0 0.0 111.57 0.4 0.44 0.84 1.29 0.0 0.00 1.3 0.0 0.0 0.0 111.67 0.5 0.77 1.18 1.95 0.0 0.00 2.0 0.0 0.0 0.0 111.77 0.6 1.22 1.55 2.77 0.0 0.00 2.8 0.0 0.0 0.0 111.87 0.7 1.79 1.95 3.74 0.0 0.00 3.7 0.0 0.0 0.0 111.97 0.8 2.50 2.38 4.89 0.0 0.00 4.9 0.0 0.0 0.0 112.07 0.9 3.36 2.84 6.21 0.1 0.00 6.2 0.0 0.0 0.01. 112.17 1.0 4.37 3.33 7.70 0.2 0.02 7.7 0.0 0.0 0.0 112.27 1.1 5.55 3.84 9.39 0.3 0.04 9.3 0.0 0.0 0.0 3 31;1` 112.37 1.2 6.90 4.38 11.28 0.4 0.06 11.0 0.0 0.0 0.0 r 112.47 1.3 8.43 4.94 13.37 0.5 0.09 12.9 0.0 0.0 0.0 N ir.2.9 112.57 1.4 10.15 5.52 15.66 0.6 0.12 14.9 0.0 0.0 0.019 112.67 1.5 12.06 6.12 18.17 0.7 0.15 17.1 0.0 0.0 0.0 1. 112.77 1.6 14.17 6.74 20.91 0.8 0.18 19.4 0.1 2.67 5.14� 112.87 1.7 16.49 7.38 23.87 0.9 0.20 21.9 0.2 2.69 14.4 112.97 1.8 19.02 8.04 27.06 1.0 0.23 24.5 0.3 2.71 26.7 i 113.07 1.9 21.77 8.72 30.49 1.1 0.26 27.2 0.4 2.72 41.3 113.17 2.0 24.75 9.42 34.17 1.2 0.28 30.1 0.5 2.74 58.1s 113.27 2.1 27.95 10.13 38.08 1.3 0.30 33.2 0.6 2.75 76.7 gp8 9 113.37 2.2 31.33 10.87 42.20 1.4 0.32 36.3 0.7 2.80 98.4 Q , 113.47 2.3 34.88 11.62 46.50 1.5 0.34 39.5 0.8 2.85 122.4 113.57 2.4 38.60 12.38 50.98 1.6 0.36 42.9 0.9 2.93 150.1 113.67 2.5 42.46 13.16 55.62 1.7 0.38 46.2 1.0 3.03 181.8 �� 113.77 2.6 46.47 13.96 60.43 1.8 0.40 49.7 1.1 3.08 213.2 ��2 $ 113.87 2.7 50.61 14.77 65.39 1.9 0.42 53.2 1.2 3.14 247.7Op$ 113.97 2.8 54.89 15.60 70.49 2.0 0.43 56.7 1.3 3.20 284.6 114.07 2.9 59.30 16.45 75.74 2.1 0.45 60.3 1.4 3.24 322.0 � 1 114.17 3.0 63.82 17.30 81.13 2.2 0.46 64.0 1.5 3.28 361.5 Maplewood Creek Fish Channel Splitter.xls 7163G Splitter-A.L.'s(2) 5/21/98 10:55 AM Sheetl SPILLWAY Water Main Fishway Total DISCHARGE DATA Elev. Spillway (cfs) Outlet (cfs) (cfs) 100-Year Storm Pool 114.17 361.5 64.0 425.5 113.67 181.8 46.2 228.0 113.17 58.1 30.1 88.2 Spillway Crest 112.67 0.0 17.1 17.1 112.17 0.0 7.7 7.7 111 .67 0.0 2.0 2.0 Fishway Weir 111.17 0.0 0.0 0.0 Page 1 E e' BYPASS 4' PVC IRRIGATIONPPS I 1 I � L �i L �����-'.�- `•' 1 rl. (/� 0 e. AM GATE SEE DETAIL , SHEET 7 7 X BLpOLOUT FOR PAIN HANDRAIL. INSTALL Ml}NN r M- \'�_ _-mac CHANNEL LOW FLOW WM (MAX CLEAR OPENING)OF CHAIN LINK FENCE IIE T � i� X E 7r CHAIN UINK BARR FENCE A#q OATE, SEE SHEET 7 H ' E LOW FLOW WEIR PLATE /rHA=NDRA1I_ �r x r x J/e' ALuhI1MlMNANONAe- n*•ANGLE NNTH 1/2'X rLONG OCPANSION ANCHOR e' ALL AROUND. TYP. -X-- F------------------ ---------------------------------------------- ----------------------------------------------- -�2Jt/r WOE X 2r MOX Xs/D' TMCK ALIAW" PLATE 1F - --- ----- WAY ANDN 17e04aS/ —-—-—-—- - H�7r.RE7NIF. CONK IRETE N 17Wo6 77 TYP,X � E 1J11601.93 PIPE ASill C-7e, Cl ry E tJtl4ee.et - ---------- -- SHEET 9 ------ -- -- ----------- -- �TT �K T � h Flowb I --x-- F------------------ ---------------------------------------------- ----------------------------—--------—----— —------------i--- -� (SHEET>) APPROX. LOCATION OF PIPE SLEEVES X FOR CHAIN UNK BARRIER FENCE. T CONTRACTOR FABRICATOR, SEE SHEET 7OCATION I 4 srRLwLAr OUTLET ST1111CMIE : ' _ X SPILLWAY Water Main Fishway Total Lr SUBOR"�-- t--{ a AND `RAT � DISCHARGE DATA Elev. Spillway p' y (cfs) Outlet (cfs) (cfs) zr-o• n'-o' e' BYPASS DRAIN GATE, WATERMAN C-20 CANAL T T-HANDLE OPERATOR GATE (OALV.)• PRONOE 72' CHAIN LJNP BARRIER 100-Year Storm Pool 114.17 J 347 •45- ♦5'-0' LG. CATE FRAME r BELOW T.O. WALL X FENCE. SEE 3WET 7 i' S TYP. BOTH SIDES S'-6• 14'-0' ANGLES iYv• X TP1P O �TM&I ��7,/� 113.67 �'S 185 42 227 100-YR FLOOD MAX KITH 11/•2'x r LONGIE PANSIONN �--' 113.17 65 29 94 Q POOL E- 114.17 ANCHORS •r ALL AROUND SEE DETAIL 4 }e 09 E.F. Spillway Crest 112.67- _ S 0 17 17 7 (SHEET o)- A •12 _ - -� DRILL 7/1e'0 HOLE �o - � � � 112.17 I v 0 7.7 7.7 •t2 THROUGH 5/8' II��AND ANGLES FOR J/d. /B•0 E.F.F. ALUM. LOCH BOLT 2 PLCS _". 3 s-r* i tr-o' (s 111.67 ,S 0 2 2 A 12 . BLOCKOUT FOR YAM r_0'• t BAmN BOTTOM CHANNEL LOW FLOW NOR _ Fishway Weir 111.17 v 0 0 0 EL tDee7 ----------------------------------------------------------=-------- ,� B' PVC SUBDRAt►N 05 OWL•12 PIPE (HEST i FIELD FIT PVC A Oft•12 WALL ONLY)� � LINER OVER RCP 0}1 ` " Dana;7Pfease check the flow numbers in this table, fax a co I�-— — — aLl, Q 11� — — — — — —31 — — �1112 aEARArNCE py of the corrected table to me." °tOUTSIDE ,�,s - -- --"------�1 nk the as-built elevations are close enought to the design so changing the elevations will not be needed. I's also like a copy of the calculations. When Ok add the table to Plan Sheet 6. RIPRAP /4 OWL •12 CF. i a WRAP GRAVEL IN 8'0 PVC PERFORATED PIPE, BASIN BOTTOM i GEOTEXTILE FABRIC PERFORATIONS FACING DOWN EL t08.67� OVERLAP SEAM 18' MIN. Tom., " - / I COMPAC TIED FILL /6 DIAL•12 CC, 5 ��� kU�� C t�cx��✓ E�� �7 3f-�D4' T., ,-o- 1� 05012 k'R„•_ c 4 CI rl� S --{ 3' ' OL 8 " IL&1`7 SPA/lJ Thc(G( , �F. EW'1 1/2 INCH NOMINAL DIAMETER T tr-0' WASHED GRAVEL F— F Gro ..�.�k L<� S,.cFS Pn C, it y Cui%� T ' I.E. VARIES NOTES GEO E. FABRIC C6.',"4UC �/ 1 urh;;,-,, C) TYP. 1. FOR PIPE WALL PENETRATIONS REWORpNG DETAILS, USE � , J / y Su; 1 � 'REINFORCDAENT AROUND OPENINGS* FOR 1e'0 AND RECOMMENDED 03 LARGER AND'TYPICAL FLE)30LE WALL PENETRATION' FOR APPROVAL SHEET FOR PIPES ts'.AND SMALLER: SEE SHT 4 BY NORTHWEST, INC. e ' x!t 2. ALL PIPE SECTIONS SHALL BE BELL AND SPIGOT TYPE *1W E �„„,� a a �i, ei.0 fi E` CITY OF RENTON Y RUBBER O-RING GASKETS ` 2 —O BY pN1�W� wo."Inpton ` DEPArrUENT Or PVHLIC WORKS PVC BASIN LINER 3 FOR CONNECTION OF PVC LINER TO CONCRETE STRUCTURE, SEE [IY �VUL W A.wa XIM N 7oiooe� MAPLEW000 CREEK SEDIMENTATION BASIN_ � TYPICAL BASH/ LINER /CONCRETE ATTACHMENT DETAIL, S►LE£f a FA* Teo.�Nr3-uses IMPROVEMENT (SHEET 5) ♦ PVC BASH UNOt NOT S}IOWN INALL VIEIIS, S[L SHHEET S SCALE 0 3 e FEET >o4 eIN�-s.as 0-ft its-oi-NT I SPILLWAYY PLAN AND ANDSECTION PROJECT •'• ' ' oESKN*M R.S.P.NK.. DATE 7-13-M FU M ML.Can SEDIMENTATION POND SUBDRAIN C - 3/B'- r-o- ,MA.,. . 5 NOT TO SCALE EXCEPT AS NOTED A GIEN7KM o.v. .. MQ 1111 p pRN[ IIFlNp,FA 9iEEf: 6 ark 10 F N • #4 OWL BAR C t � for BAR 12 Lw- Ow Km sON A Af0 NAIL 3' DEWAIL Ro«<. Nor sNG�ME 131,437.N>o I.E. 107.0 FOR NEW. DETALS. 7-!' --!" �SEE DETAL 3TAINLESS S5T7EEL, NELSON�ANCNORS5 TNO RM DETAL 3 -02 \ TYPICAL FISHWAY WEIR ELEVATION TYPICAL TOP OF FlSHWAY WEIR CETAL 2 7.5: EL 115,17 ~J/ •,2 'E . rt � ' PROVIDE,-T MARINE GRADE42'f CONCRETE PIPE C--7B. CLASS IV ERS,PLYWOOD COV WITH NEOPRENE ►4 • HfCR RUBBER SEALS BOLTED OVER 4rf - FSHWAY 12 E.F.EF. TYP. PIPE WITH 5/B'f OPENINGS WITH Irf RCP PIPI �.0' PIPE GALV, FuisH MOUNT EXPANSION '�� �8''cA�,t� Bµ0.CTRS ITO OBTAIN A MATOMWT SEAL, 2 RED - i SPECIAL 4rf CLASS IV - -GALY 1B'f ✓ ' RCP ELBOW REO•D A i3'_ 1' -0' Ft1Tl1RE FtSiNWAY ---N 1311446B0 NOT PART CASTCUT PIPE SECTION ENO E 1311446.73 FISH LADDER srIUCTURE OF CHANNEL- „CONTRACT LE 706J10 p LE 42's RCP 1OL37 ,MID LAST RCP SEGMENT Q 1�17 �_� ---- INTO CONCRETE WALL AND NOT PART OF TICS CONTRACT SET PIPE LE •106.37 M - - ---------- -------------- - ----- ------ _ . \ n i /4•12 EF„ I _ - --- ---- - ------- i Z kaiI /1r Ca USE'REIIFORCEMENTARRANGEMENT i - --------- --- - - 1 rt 4rf CONCRETE PIPE �- 4. i - - -- -- - - - -- - = -- _. erg 3 .c. i oc� N - N TMBARS"AROUND PIPE SHEET . NY DRAx+ ---- ----- ------ ------ -------- I -- ---------- -------------------------------- 3- INSIDE FACE ; - 1CATE '-6 -- - I - N 175071.42 1Y-tY 1Z'-NY 12'_0' ! - 4rf PIPE E 1311440.85 - 'i n 4-r EL 11517 ri - i � r N 176034 BO TR. f- f�-U E 1 311 4 02-51i � ,L Y `K LE 107.45 % •12 EF„ EW. EL 11A17 P 4 1B' PLASTIC BYPASS PIPE c ECOLOGY BLOCK gAL I.E. 10B 3 _ L f 4rf RCP PIPE \ B' DRAM GATE ATTACH MK 7' M04 _-- -_ _ PORCELAIN COATED STEEL - CANAL AN C-20 STAFF GAUGE. READING MN CANAL GATE ERA 1/10 FOOT INCREMENTS WITH �L�/ �y S. IIT. HARDWARE SET N ptAN - rtpt TnAY OUTLET R T-HANDIE OPERATOR 5.00 READMO AT EL 11&0 -- - i STACK 2 CONCRETE ECOLOGY BLOCKS 1�,1•'�9 .ui� Sly-�-�^ •�""'- ��`r.l,J _ t2'-O- 1,-o• rot x 25•w x 2.5'H) AT ENO of PIPE E Q 10.107 - - STQ IENCiH Y-B 1 4't AND BURY WITH COMPACTED IMPORTED --- ---- - -- 5-11 7 3 12'-d' STD. LENCIH (STD. LENGTH B'f OPEIfNG LL 1014 --- BACKRLL AS SHOWN ON SITE PLAN. B-0' 1'-0' TYPICAL BOTH 4rf RCP OUTLETS. USE ------ -- ac f rr 3 u t t DAM CREST SANDBAGS AND NSOUMdE. OR OTHER 4rf RCP, . I APPROVED METHOD M PROVIDE A WATER J-0' ;15•,( T k,., F.,L c TIGHT SEAL PRIOR TO BACKF1U-W- TYP. LE l0B J7 ° T.O. EYBANKMDNT Fl ti 17FOR WEIR _jL >41 N _ _ / -- - SEE DETAIL01201AETRY. J .-EL ,ML F DOD A r MAX I / 1 - - T RECOMMENDED 1E SECTION WTTIMC PLANE �L � ' - - I FOR APPROVAL /4•12 EW.. EF. BY P - P BY i< �217 p llOOLl, l ( • ; 1 BY SCALE 0 , -�141 17 3 6 FEET i2 Ew C S FISHWAY 1HIE1R t 4ASTM C-75, ASS IV I � SEE DETAIL 2--- —-— -—-—-—-—- _ _ _ -_- i— l I A a 7 A !�d EXCEPT AS NOTED AxAP[BO OMAIM i LE ' NORTHWEST. INC. �` ' CITY OF RENTON --- - - I Engin—. ono 5ol�r,iht• L Q 107.37-- -' '---_..._. BN1aw•. wa•hh,ptah Ly sin DEPAR N TMET OT PUBLIC wORlLP ENT PROJECT H BEJrT sM1 •T17 0 ¢ F$Jt [ MAPLEW000 CREEK SEDIMENTATION BASIN SE DETAL 2 I F SpOpT END SAWCi1T FRd1 t2-0' t � Y�\' I ' m ��-�� RECONSSW YCPLAN, SECTIONS TION AND AND DETAILS r ORM CATS •12 D1L STD. SEC110N AND CAST MTO tr WALL NOT Ii00 /4•12 E.F.. E.W. FUTURE R9F 71Y:UCTLw—/CO _ xsw„En sv. «r T�j:�FUIJ/4•,2 DWI. TYP. M - M NOT PART OF THfs CONTRACT D14•Ik(4) /4 BARS sCxL CHECKM D.FJ.,e,w A �'-0' (PVC BASIN LINER NOT SHOmy SEE SHEET S) sY wm wt sHCEt: s Oh to tl - I-I CALCULATION COVER SHEET PROJECT: Maplewood Sedimentation Basin JOB NO.: 7163H800 CALCULATION DESCRIPTION ORIGINAL ® CHECK❑ Calculate Pond Volumes for the As-Built Drawings. Pond volumes were calculated by Shane Phillips and Albert Liou during the original design report. No revised volumes were calculated following the final design drawings in July, 1996. This calc set checks the final design pond volumes versus the original table, and calculates the as-built pond volumes. CRITERIA Calculate pond volumes for the following cases: 1. Final Design 2. As-built condition. Pond volumes were calculated by: 1. Determining the pond areas at the following levels by digitizing in AutoCad and listing the polyline areas: a) Basin Bottom Elevation b) Fishway Weir Elevation c) Main Spillway Crest Elevation d) 100-Year Storm Pool Elevation 2. Volume(cubic feet)=0.5 *(Area 1 +Area 2) * (Elevation 2-Elevation 1) RESULT The spreadsheet on the last page of the calcs illustrates the following results: 1. The original Design Table did not caclucate the incremental volumes or the total pond volumes correctly, apparently due to a math error or rounding errors. Table 1 is a direct copy of the original pond volume values copies from the design report. 2. Table 2 is a corrected copy of the original design table using the formula listed in the criteria section. Shaded values are revised calculated numbers, given the original data as input. 3. Table 3 is a new table providing design pond volumes per the final bid drawings. These pond volumes are slightly more than the original published values in Table 1. 4. Table 4 provides as built pond volumes without rounding. The as-built 100-year storm pool pond volume is 85% of the design volume due to side slopes constructed steeper than the design drawings. 5. Table 5 provides rounded values for publication on the as-built mylars. Spreadsheet File: Pondvoll.xls REV DATE BY CHECKED NOTES Original 5/25/98 DEP file: 7163G/calcs/asblts/pndvolcl.doc �c_yn/ C n co .- O Dm j 8A Q O cn Q fD chi chi � /00,6 7 Gf� 1�?S�-7 �o�i✓I . �/��'��Z 1 C,1't7u�.-��� &oJ`'7��'�t � b � Fig-,�✓ � c,�� �L i//o i 7 - �08, 7 = Z 7 5 1 PL Q o 0 'COD m m 0 Client: Job# Date Consulting Engineers and Scientists Project: By: Date Bellevue.WA (425)602-4000 Subject: Chkd. By: Page of Q� �s;� G�c�oh-► Os e/ x lam, o b) �s�r�✓a� /�hi� F/ems - 2 ,2 ' t-- 114, 1-7 �e<� e.( - 114. 17 1, 4 ei Maplewood Sedimentation Basin Pond Volume Calculations Maplewood Sediment Surface Incremental Total Basin Data Elev Delta El Area Volume Volume Copy of Original Design Table (ft) (ft) (sf) (cf) (cf) 100-Year Storm Pool 114.17 1.5 15,000 18,000 54,000 Main Spillway Crest 112.67 1.5 12,000 16,000 36,000 Fishway Weir 111.17 2.5 10,000 20,000 20,000 Basin Bottom 108.67 0 8,000 0 0 Maplewood Sediment Surface Incremental Total Basin Data Elev Delta El Area Volume Volume Re-calculated Original Design Table (ft) (ft) (sf) (cf) (cf) 100-Year Storm Pool 114.17 1.5 15,000 20,250 59,250 Main Spillway Crest 112.67 1.5 12,000 16,500 39,000 Fishway Weir 111.17 2.5 10,000 22,500 22,500 Basin Bottom 108.67 0 8,000 0 0 Maplewood Sediment Surface Incremental Total Basin Data Elev Delta El Area Volume Volume Final Design Calculated Values (ft) (ft) (sf) (cf) (cf) 100-Year Storm Pool 114.17 1.5 14,080 19,590 58,063 Main Spillway Crest 112.67 1.5 12,040 16,679 38,473 Fishway Weir 111.17 2.5 10,199 21,794 21,794 Basin Bottom 108.67 0 7,236 0 0 Maplewood Sediment Surface Incremental Total Basin Data Elev Delta El Area Volume Volume As-Built Values (ft) (ft) (sf) (cf) (cf) 100-Year Storm Pool 114.2 1.5 13,400 18,075 49,623 Main Spillway Crest 112.7 1.5 10,700 14,663 31,548 Fishway Weir 111.2 2.2 8,850 16,885 16,885 Basin Bottom 109.0 0 6,500 0 0 Pondvoll.xls Sheetl 5/26/98 3:56 PM WARZA Page 1 of 1 .k s i ► • ►, Ng •• ,ief' +,1 a °•••• a qv WINAS �� ..��;t i �,�:`,����►i•:�It�� 1 • /� r, �. ,� •, ` .'AS ••••••:�,�� sir ► I �� v�'•1 `I� ►�Ia•1�• I ow Ims I a-- If SON �Q�V��f=fit• �� \�'�`� ?�••�!°•� • NMI RIN `► `� 1-• • ``� It . 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RIM EISER MH CTR. - 105,42 CH AA EL PARKING v, ANNEL EC. 9, 5 319 \n 320 g14 Z.► For Id 8b/z ��s 2 1 L U o N 4N U 0 _ � 0a d 02/23/98 15:56 FAX 425 235 2541 RENTON P/B/PIV F/L 0 001 As - 8o( vr l V rc, — A V � CITY OF RENTON FAX Dept. of Planning / Building / Public Works 200 Mill Avenue South Date: 2 / 23 / 98 Renton, WA 98055 - 2189 FAX: (425) 235-2541 TO: Mike Leachman From: Daniel Carey - Surface Water Utility FAX # (425) 483-2315 FAX # (425) 235-2541 w Phone # (425) 488-4800 Phone # (425) 277-6193 Subject: Questions and Comments on As-built Plans Maplewood Creek Sediment Basin Project Mike, I've reviewed the as-built plans and have the following questions and comments. 1. Are there numbered survey points for the following? If so, they should be listed in the table: 153 4.7'.L/. Spillway Plan, spillway crest at EL 112.68 ~s t 7 � Spillway Plan, inlet of 72" pipe at EL 103.47 P-rr3o — tt�� ( ���iDG"`� SZ= I►5�a— ����>- Spillway Plan, outlet of 72" pipe at EL 102.40 f 3+S — 82� �S - >oc�IG��cs�e�s 53:►10 —— — 2. The table lists the following: Point EL Description. ( 307 103.92 Valve �� Bao�) PAcs�'� SZ: t o3QZ 308 103.97 Valve 4 5 These elevations don't match the redline elevations for the valves on the spillway plan (109.62, 106.52). Please determine where the discrepancy is and correct it. 3. How were points 850,858,859,860,861, taken on 2/5/98, determined ? ?+5+��,`' These location should be at the bottom of the basin, and probably underwater at that time. 4. Per the City Drafting Standards the plan sheet size is 22" x 34". The as-built mylar is about 24" x 36 and will not fit in the City hanging files. a. Can you either place the as-built information in the standard City Plans sheet, or b. Rearrange the information to fit on a 22" x 34" mylar. Please let me know the answers to the above. Haraa is currently reviewing the as-built information. When we have all the comments collected we will send you the as-built mylar for revisions, and the original City mylars with our markups, for final revisions and surveyor's stamp and signature. Please call me if you have any questions. 02/24/98 10:51 FAX 425 235 2541 RENTON P/B/PW Z 001 CITY OF RENTON FAX Dept. of Planning / Building / Public Works 200 Mill Avenue South Date: 2 / 24 / 98 Renton, WA 98055 - 2189 FAX: (425) 235-2541 TO: Mike Leachman From: Daniel Carey - Surface Water Utility FAX # (425) 483-2315 FAX # (425) 235-2541 Phone # (425) 488-4800 Phone # (425) 277-6193 Subject: Questions and Comments on As-built Plans - 2 Maplewood Creek Sediment Basin Project Mike, On July 29, 1997 your crew was at the site to reverify and record the P points along the bottom of the basin. This was after the liner and 1 foot of cover was installed, and would represent the as- built limits of the bottom of the basin. Please prepare a small informal drawing (1" 20" scale, on 8 1/2 x1 1 or 1 1 x 17) of these points, and a listing of the points, coordinates, and elevations. When you're finished mail it to me. I'll check it against the points on the as-built mylar that you provided. If it's consistent I think I'll want to include those points on the as-built mylar and in the table. .`. ,"4` 4, Please call me if you have any questions. Coordinate Table Pt # Northing Easting Elevation Descriptor 212 176008.84 1311538.79 114.2 P1 213 176046.33 1311436.19 114.5 P2 / 214 176046.92 1311417.14 114.3 P3 215 176047.15 1311405.14 114.3 P6 216 176069.18 1311397.16 113.2 P7 217 176045.92 1311511.49 108.5 P8 218 176038.58 1311531.58 109.8 P9 219 176105.00 1311556.06 109.2 P10 220 176147.41 1311552.91 109.0 P11 / 221 176156.09 1311556.31 110.5 P12 222 176165.29 1311530.47 110.5 P13 223 176156.99 1311525.97 109.1 P14 / 224 176143,53 1311502.62 109.6 P15 225 176115.25 1311479.05 108.7 P16 / 226 176077.83 1311444.72 113.1 P17 227 176068.72 1311449.16 111.5 P18 228 176051.07 1311497.40 108.6 P19 SCALE: 1"=20' 229 176068.45 1311503.76 108.6 P20 6368-3.DWG 230 176111.72 1311490.52 108.5 P21 231 176150.03 1311513.89 109.3 P22 3/5/98 232 176168.07 1311507.86 114.9 P23 / 2331 176163.051 1311493.76 1 114.6 P23? POINTS SET IN FIELD ON 7/29/97 ELEVATIONS ARE OF GROUND SURFACE AT DATE (7/29/97) / ?23 221 22 + / + Q / 22 / S + g 0 Ig 22 +6 2 229 2 2�e �12 LETTER OF TRANSMITTAL Meriwether Leachman Associates, Inc. Engineering and Surveying 11800 NE 160th Street DATE: 3/6/98 JOB NO 6368 Bothell, WA 98011-4156 ATTN: Dan Carey Phone: (425) 488-4800 or(206) 525-9396 Fax: (425) 483-2315 RE' Maplewood Detention Basin To City of Renton 200 Mill Avenue South Renton, WA 98055-2541 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Electronic Media ❑ Other COPIES DATE NO. DESCRIPTION 1 2/23/98 Original Copy of your fax with MLA responses. 1 2/24/98 Original Copy of your fax with MLA response. THESE ARE TRANSMITTED AS CHECK BELOW: ❑ For approval ❑ Approved as submitted ❑ Please return signed copy ❑ For your use ❑ Approved as noted ❑ Return corrected prints ® As requested ❑ Returned for corrections ❑ Call if you have any questions • For review & comment ❑ Prints returned after loan to us ❑ For bids due ❑ REMARKS: We will plot the As-built on a 22 x 34 format when you have approved same Please call or write with comments, remarks and/or corrections. COPY TO: SIGNED: Michael R. Leac an, P.E. 1 ' I z ta I -- - Al WIN Nwiffilip .. -.. .. k.yV;i}.. t t ,y �` ; , " mill 29 hl g ro- -Wy -71 - 117 i I y 1: � , rr , - / — pv WYAf Z�Z9 G� ass N z 1 o , Q " n` /70ail x ; z = .. 21 TV- ' -- _C-`- - - - - ----- --- - _ - i � 16 O s � zo - �L r7 Alift i�V Ir 57 N -- z,7s 57 ,r - - �� /Z13Zf -- /". 3S - 94 4�;.0 27 7 ZO 77 - - ��, 7/ 57 z6 _ -- /B 17 si.zb �. 'l --- - Of + ��-'x�S.4bF-:A_ ._ y}: �`�_.: .�, rr , �/ •� �/ �/ i ��:� ��� ,���� ' I �1��� ���; �ti �.�.� . � ,. �� ,' Y �r --�---�--- , O , r n r =. i i N v-e-+ 4-p AA 0 n • r'UL J ! cs-•ne 145, 6��C— (i,sN&Uw- wlV�% Ul Nx x c o o � = � 2 �c¢6 3 G� 1 vlz3) N '-N a aaa / av of tv N N N �a •a 144/f 3 f7rj � It '� G/ 7 „ r " 6r7 A414 �t U AlW � e z 4Z7 '7y GAS. ff #_r— .4. ✓ 4 !Y 04 rUL-L _ 4� � ) 3 vC3 Flx �o ►Z- • 3 0s cis i/Y� �S Q w wool • w • Meriwether Leachman Associates, Inc. LETTER OF TRANSMITTAL p. Engineering and Surveying 11800 NE 160th Street DATE: 2/13/98 JOB NO: 6368 Bothell, WA 98011-4156 Phone: (425)488-4800 or(206) 525-9396 ATr" Daniel Carey Fax: (425)483-2315 RE: Maplewood Creek Sediment Basin Project To CITY OF RENTON Dept. of Planning/Building/Public Works 200 Mill Ave South Renton, WA 98056-2189 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Electronic Media ❑ Other COPIES DATE NO. DESCRIPTION 1 MLA, Inc. Field Notes, 66 pages. 1 2-13-98 Copy of Site As-built, electronic media, Autocad Format. �r THESE ARE TRANSMITTED AS CHECK BELOW: ins, � DN ® For approval ❑ Approved as submitted ❑ Please return signed copy*t' ® For your use ❑ Approved as noted ❑ Return corrected prints ❑ As requested ❑ Returned for corrections ❑ Call if you have any questions ❑ For review & comment ❑ Prints returned after loan to us ❑ For bids due ❑ REMARKS: The red lined plan and mylar drawing will be mailed separately. COPY TO: SIGNED: A� a�LL Michael R. Leachm n, P.E. -ems i �Ap pvC /i,r y � a SACy 89S 2 dW �1W �S >// go-9-94 Ll �bJ�_ +r m v Q 5� �V5 I- (Z� � S/-6o- L6 � t iv (w Ll 99 cy v F 7� i Coo-& �i1- --- CD �S k✓ 3-7 04 Is-o,-bbz 7�w >t' ... ... ...... --- f ..... 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I i � 3 7-/ 6 3 2. 2 O 3z2 ca `� y - doe ei t A, c A57 r= .y _ I -er -r- -r --— -.. -----t-- _ -- - — - Tol cc��-� C loof0 cAr lir /y' 2 I ' — -- — -- a i N - ' _I x 2 GO 7�fNNbN J�LJ� •(f•[M I I I . ell G �-, Z�._. �t i -_ -------- --+— I ---- t 7 o� of7L ----{— f ----� S gyp,.., •�Z �, > > ��oarj aC! !�-l-i �$ r r t. �— I tfs fi—'�� ,4 Sid G2 rz P4 fin? r. I ISO.,: TvPo6 Re s L i - i / NVPl , V I �S 'Solid 32S 3253 i A.6 c/• i — i _ wAL L i CF I } S - , U 7 v e I'a.+�/ F•.t o LI Ale• w i'� �? ?O ' o 8 sTO , 32s y 8579 s" Q -;- ,j — La J P �ir•� ; I t . I , f ems _ _ co21 ---- '00- ( 66 95, JH gj f' VVV i I i � - - - _ --- I � `"-aQl 12 el n — --- — --- k ,y7ay 4jp2vp at I AL • --- - ten, �o�� awl o - � �. g s � 6�8 — Jol �✓ _ _ 9o-p170m it �a� ��l +i�a•� D 9-s i I -ZOO " =fi Z i Z 9E I -- — 4 j /Pa o� J I i I I fiQ i! I I 3Z�y y T_ .4fo e 4 c A- _ I �z j 2 S T rl -roe oc% €fit �c_J,L� "mod-� c At S ; !�8 oP rPo�Lr c I— i I � I L 3 Z8✓� 5 . i i � d ,o.c�c woo/ to / w tI'e T OP I j p oo Go p e u. d 1Pvc k � �,Pck // wi•C�C' .7 e t T k I — 3 2 D .�.__ T ---tea 4 c ec —.;_ __ .—_ Gam. � 5 v e ti /re, !/,ec F-✓��wide p , _ zri s Check ToPrA P •ram TOe wOo L6 3Z97 f�tick Toe /Pork c4,ec� y wale _ b Meriwether Leachman Associates, Inc. ' f Engineering and Surveying July 8, 1997 Walashek Industrial and Marine 3236 16th Ave SW Seattle, WA 98134-1024 Re: Maplewood Creek Sedimentation Basin. Dear Sirs.- As requested, we have performed the required volume calculations by comparing the ground elevations as they existed on May 22, 1997 with the final design contours per the contract plans. The Digital Terrain Model (DTM) software used to compute the volumes is called Terramodel by Plus III Software, Inc., Atlanta, GA. The software incorporates the prismoidal method of computation which compares the DTM layer of the existing terrain against the DTM of the finish grading plan (IE: Sheet 2 of 10 of the contract plans dated 7-15-96). Note that there is a portion of the site that requires cutting, but the majority will require filling. Please see the attached plot of the pond area which shows the two DTM layers superimposed one upon the other. Please do not hesitate to call or write if you have any questions regarding this computation. Thank you. Sincerely, MERIWETHER LEACHM N ASS IATES, INC. Michael R. Leachman, P.E. S tJ�� �� S/2 2 u,,, /74,4 u t 64 u y r•J es' mrl H:\JOBS\6368\VoIume.ltr 11800 NE 160th Street, Bothell,Washington 9801 1-41 56 0 Phone: (425)488-4800 or(425)525-9396 0 Fax: (425)483-2315 MLAMeriwether Leachman Associates, Inc. Engineering and Surveying Plus 3 Software, Inc One Dunwoody Park,Suite 250 Atlanta, GA 30338 800-235-4972 Mon Jul 07 11: 15:13 1997 6368 PROJECT: H:\JOBS\6368\6368-3.PR0 -------------------------------------------------------------------------------- DTM TO DTM VOLUME Cut and Fill Volumes -------------------- Shrinkage/swell factors: Cut 1 .0000 Fill 1.0000 Original DTM # of Final DTM # of Layer Name Points Layer Name Points ---------------- ---------------- ---------------- ---------------- C_TOPO_PNTS 177 HARZA_DESIGN 146 Cut Volume Cumulative Fill Volume Cumulative (yd3) Cut Volume (yd3) Fill Volume ---------------- ---------------- ---------------- ---------------- 513. 1 513.1 2,319.9 2,319.9 11800 NE 160th Street, Bothell,Washington 9801 1-41 56■Phone: (425)488-4800 or(425)525-9396■Fax: (425)483-2315 Mon Jul 07 14:24:37 1997 6368—Moplewood Creek Sedimentation Volume Colcs. PROJECT: H:\JOBS\6368\6368-3.PRO ———————— ——————————————————————————————————————————————————— DTM TO DTM VOLUME Cut and Fill Volumes \ ———————————————————— Shrinkage/swell factors: Cut 1.0000 Fill 1.0000 Original DTM # of Final DTM # of Layer Name Points Layer Name Points —————— ———————————————— C—TOPO_PNTS 177 HARZA—DESIGN 146 Cut Volume Cumulative Fill Volume Cumulative (yd3) Cut Volume (yd3) Fill Volume ———————————————— ———————————————— ———————————————— 513.1 513.1 2,319.9 , 2,319.9 N —108 I I / / \ -7 too / 1 o; \\ \\ \ \ \ 11 1 l l I I I II III III � - 11111 IIIIII111 IIII 1 / 1 ; 11111 1 , 1 11 0 1 1p7— 106-103 — _ Ads EXIST. CONTOURS �103 �\0 DESIGN CONTOURS SCALE: 1"=20' ' CONTOUR INTERVAL = 1' lamb Ap Pal!Ot 16 i XL NELS -COUVRETTE&ASSOCIATES, I 17311- 5#h Avenue, NE, #A-5 Woodin ' e, WA 98072 6 ( Walashek dustrial Marine 3236-16 Ave. SW Seatt , WA 98134-1034 FIRST CLASS MAIL -7 T — 7-1 2 REPORT NUMBER CR 257671 ` D D ti PREVIOUS RPT. NO. PACIFIC TESTIN LABORATORIES EXECUTIVE OFFICES•Seattle,WA EASTSIDE DIVISION•Bothell,WA TACOMA DIVISION•Tacoma,WA PORTLAND DIVISION•Portland,OR PENINSULA DIVISION•Poulsbo,WA (206)282-0666•FAX(206)282-0710 (206)485-42/44.451-8436•FAX(206)485-4611 (206)589.1804•FAX(206)589-2136 (503)2244--2248•FAX(503)244-5265 (360)297-8821 •FAX(360)297-8828 BYPORT /'/O'Y1G !i CAST DATE 44"/6 / MAILING _eZ 14v� S�� REVIEWED ADDRESS BY DATE SEA�LF ff 9��37 PERMIT CERTIFICATE 9 Zef4-6 3S r / NUMBER NUMBER ATTENTION: �(it/A�� E/� n ARCHITECT PROJECT CITY of/��TON /1�IfIP" o C'FwoeocFCOu/lSENGINEER PURCH.ORD. LOCATION NUMBER CONTRACTOR COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA(SO.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED TEST LBS. P.S.I. A 7 Rio o -746 - 77 C 7- /4 97 �� r,r Ilu TEMP& ado CONCRETE 70 p MIXING STOtiE�✓q DESIGN OC� S� W/C / WEATHER C' ✓TEMP. PLANT STRENGTH fc RATIO CEMENT C'SE AGG. FINE AGG. ADMIX#1 ADMIX#2 ADMIX#3 / PROPORTIONS ®Lbs. ElSacks/Cu.Yd. ❑Lbs. El It,.Max. 9 Lbs. .SANS ❑Per Seek Cwr—;Per Sack F-7 Per Sack (Not Certified by j?T.Lab) V5,O /97`v GGGG �l J W2 4 /�z TYPE OF CEMENT ;SLUMP C/ ins. AIR 6 °o;QUANTITY0 Cu.Yd. TRUCK 37/ TICKET# SUPER PLASTICIZED SLUMP /V MIX# ( P5�� SAMPLING IN ACCORDANCE WITH / 5 MIX PROPORTIONS VERIFIED �� DATE SAMPLE APPLICABLE CODE AND SPEC.? 7 BY BATCHING SUPERVISION? RECEIVED POU OCATION AND NOTES:CAI S 7 E T D .5'q�P(-r 0A)C Y 7ou2i�-,O F'iSH o« T At- r <--2uc-Tu2E- you Ajr f Tioti ,gAJ 0 ley f=0u,yaA7-i0 /\-j , 2c- srE]E-c 111.4 -S �NSP c�co ASTM TEST METHOD(AS APPLICABLE) C-172 MODIFIED YES — NO_ EXPLAIN: EQUIPMENT IDENTIFICATION AND S/N(AS APPLICABLE) RAqy 3 73 WORK CONFORMS YES_ NO._ -This report is provided for the information of the client only.The reproduction of this report,by any method,and its transmit- HOURS tal to a third party,by any means,except in full,without the written permission of Pacific Testing laboratories,is prohibited.' MILE- 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made COST CODE ON OFF FIT I OT AGE within the defined scope of the work.Certification shall not be construed to represent inspection,approval or acceptance of / /O // •�0 -�O other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Pacific Testing Labora r'es DATE Contract Min. TOTAL HOURS FIELD CONTACT' DATE Chargeable Hours REPORT NUMBER C 11 257460 PREVIOUS RPT.NO. P CIFIC TESTING LABORATORIES EXECUTIVE OFFICES•Seattle,WA EASTSIDE DIVISION•Bothell,WA TACOMA DIVISION•Tacoma,WA PORTLAND DIVISION•Portland,OR PENINSULA DIVISION•Poulsbo,WA (206)282-0666•FAX(206)282-0710 (206)485-4244.451.9436•FAX 1206)485-4611 (206)589-1804•FAX(206)589-2136 (55033))224-2248•fflFAX(503)244-5265 (360)297-8821 •FAX(360)297-8828 (it3/�ALA sNC �,v o /j�q2�'!' REPORT C— e.,�t R 4A E MAILINADDR 3S !" f� ✓E �J' REVIEWED DATE ' 1997 9g-13 PERMIT CERTIFICATE 970,C _1O35 NUMBER NUMBER ATTENTION: �� cA/14E4 w4e-gsN,EAc ARCHITECT PROJECT r O`/eEAf'roA/ APC>rWooO Go 2S£ ENGINEER 1�A2 LA �/000 /yJ�lP ✓Ace£ / �y y NURCHMBS ORD. LOCATION ��r NUMBER CONTRACTOR (N COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA(SQ.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED TEST LBS, P.S.I. 3 - 77 ,a - o - 7 ,i F U)2 L �l I'll SOA,e E �/o�o " D TEMP&WEATHER CLo'` TEMP RETE DESIGN pLANNT 5To'yFc�/Ay STRENGTH fc O� Si RATIO ' CEMENT C'SE AGG. FINE AGG. ADMIX#1 ADMIX#2 ADMIX#3 PROPORTIONS ❑Lbs. ❑Sacks/Cu.Yd. 21 Lbs. ®In.Max. ®Lbs. Per Seek '`L Per Sack �'Per Sack (Not Certified by P.T.Lab) TYPE OF CEMENT SLUMP r Z " ins. AIR %;QUANTITY �6 Cu.Yd. TRUCK A 7 TICKET# /�2 SUPER PLASTICIZED SLUMP Al/4- MIX#SAMPLING IN MIX P VEFIED DATE APPLICABLE CODEORDANCE AND SPEC.?T BY BATTCCHNG SOUPERVISION? ,v RECEIVEDPLE POUR LOCATION AND NOTES: /�pcc2E'4 Stoics_ r,✓Ay f4oaA1,04T/ oti/ SAD �E-sTEEG CotiFo��c`O �O fli°i'2o!/E,O PLA•VS. �pNC2fTE G✓AS �LQcFO �y Pu.rr� Aic/D ASTM TEST METHOD(AS APPLICABLE)C-31 C-t ys C--,172 MODIFIED YES— NO_. EXPLAIN: EQUIPMENT IDENTIFICATION AND S/N(AS APPLICABLE) )QA7 Y3 73 WORK CONFORMS YES - NO .This report is provided for the information of the client only.The reproduction of this report,by any method,and its transmit- HOURS tal to a third party,by any means,except in full,without the written permission of Pacific Testing Laboratories,is prohibited." MILE- -This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made COST CODE ON OFF FIT, OT AGE within the defined scope of the work.Certification shall not be construed to represent inspection,approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Pacific Testing Laborat a DATE TOTAL HOURS FIELD CONTAC CR es-z ' DATE Contract Min. Chargeable Hours REPORT NUMBER CR 257677 - D (� PREVIOUS RPT.NO. PACIFIC TESTIN LABORATORIES EXECUTIVE OFFICES•Seattle,WA EASTSIDE DIVISION•Bothell,WA TACOMA DIVISION•Tacoma,WA PORTLAND DIVISION•Portland,OR PENINSULA DIVISION•Poulsbo,WA (206)282-0666•FAX/(206)2882-0710 (206)485-4244.451-8436•FAX(206)485-4611 (206)589-1804•FAX(206)589-2136 (503)224-2248•FAX(503)244-552266555B (360)297-8821 •FAX(360)229�7-8828 W S He /� 1../✓ ATE .0 BYPOR C-CGCX.CAMAILING ST �✓ -- / t1� ADDRESS ��3G le, ,�/ ��9�p`'v !/ REVIEWED DATE J"N 24 199 A77/ r (�A / 6 13 T PERMIT CERTIFICATE 9'�` - NUMBER NUMBER ATTENTION. Y ARCHITECT PROJECT �APL c Woo 0 G'c5�f �ou�C S F ENGINEER URCH.ORD.NUMBER LOCATION f NUMBER CONTRACTOR .D COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA(SO.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED TEST LBS. P.S.I. 97 97 G -.Zi- 97 nn ^gin TEMP& WEATHER �� C"",o 40 CONCRETE / 6 O MIXING �yq� STRENGTH fc�DESIGN000 RATIO ��TEMP. C� PLANT ✓T / CEMENT C'SE AGG. FINE AGG. ADMIX#1 ADMIX#2 / ADMIX#3 PROPORTIONS �tbs. ❑Sacks/Cu.Yd. F1 Lb..E In.Max. ©Lbs. SAN AO Xi Per 3a-ck C Per Sack X Per S=*,k� (Not Certified by P.T.Lab) �. T.� 7 ,� 4' TYPE OF CEMENT ;SLUMP 3/y ins. AIR A4zr —%;QUANTITY O Cu.Yd. TRUCK 33a TICKET# SUPER PLASTICIZED SLUMP NO� � MIX# f 0 SAMPLING IN ACCORDANCE WITH �-S MIX PROPORTIONS VERIFIED 4/O DATE SAMPLE / APPLICABLE CODE AND SPEC.? BY BATCHING SUPERVISION? RECEIVED ` POUR L TION AND NOTES: D oCtAJ o.v A6CS_ �02 ,D /Sf,'�.�/A � duT,c�T ST2uCTu.ec _ c e/J _,ET 45 PL f�GFD f v 115u In P + In EG AK 1GC ST�"£G �.✓A 5 i1cJ SPEc_TF.D y �A2�A Al A,16,VEE2 S ASTM TEST METHOD(AS APPLICABLE)��j/ C- y 3, C-7.2 MODIFIED YES NO- EXPLAIN: �.-,l PiWJE c / EQUIPMENT IDENTIFICATION AND S/N(AS APPLICABLE) feA11'13-73 WORK CONFORMS YES- NO "This report is provided for the information of the client only.The reproduction of this report.by any method,and its transmit- HOURS tai to a thud party,by any means,except in full,without the written permssron of Pacific Testing Laboratories,is prohibited." MILE- 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made COST CODE ON OFF FIT OT AGE within the defined scope of the work.Certification shall not be construed to represent inspection,approval or acceptance of / / a f O q .y D other associated work or a warranty of design or workability of the specification requirements." / Certified Report by Pacific Testing Laboratoriel DATE Contract Min. TOTAL HOURS FIELD CONTACT: DATE CR 89-2 Chargeable Hours _ REPORT NUMBER CR 257676 1] NVE PREVIOUS RPT NO. S7 67 PACIFIC TESTIN LABORATORIES EXECUTIVE OFFICES•Seattle,WA EASTSIDE DIVISION•Bothell,WA TACOMA DIVISION•Tacoma,WA PORTLAND DIVISION•Portland,OR PENINSULA DIVISION•Poulsbo,WA (206)282-0666•FAX(206)282-0710 (206)485-42"-451.8436•FAX(206)485-4611 (206)589-1804•FAX(206)589-2136 (50/3)�224-2248•FAX(503)244-5265 (360)297-8821 •FAX(360)297-8828 JV�L_ASs,/Ek �Z t D REPO R EL7 DATE ���3. 77 4 BY CAST ADDRESMAILING S 3� /� ✓E CA-1BYVIEWED DATE �( f 56W7rl-E CA_,11q 9?13 PERMIT CERTIFICATE Q��� _/D3S NUMBER NUMBER / ATTENTION. W 4 y/(J c 1714 o,o A Y ARCHITECT PROJECT i!44P �✓O,a'A/ �oc F �ol.�/f ENGINEER LOCATION �E�7ou. f/" NUMBER ORD. CONTRACTOR v'� �� �sH�� —�-�✓� COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA(SO.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED TEST LBS. P.S.I. 2 �lz 51 3 d 7 02. � D67 j TEMP& U -u WEAT ER pO l L act�`� DESIGN W/C TEMP.CONCRETE MIXPLAING STDiV C v�f��STRENGTH fc S�RATIO / CEMENT C'SE AGG. FINE AGG. A il/.0 ADMIX#1 ADMIX#2 ADMIX#3 PROPORTIONS ®Lbs. ❑Sacks/Cu.Yd. ®Lbs. El In.Max. 12 Lbs. El Per Sack Per Sack ❑Per Sack (Not Certified by P.T.Lab) !/ s{ 0 7 le C TYPE OF CEMENT SLUMP ins. AIR N %; QUANTITY Cu.Yd. TRUCK 33-z TICKET# '� 93�a SUPER PLASTICIZED SLUMP AJ /14 MIX# �853 SAMPLING IN ACCORDANCE WITH S MIX PROPORTIONS VERIFIED �b DATE SAMPLE APPLICABLE CODE AND SPEC.? BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES: REr�2 ?"o C/� �'a?574 77 4 ✓L , 20ale 10 e Ali 9 tj S ASTM TEST METHOD(AS APPLICABLE)1 31,39, I 13, I,L�)0``g' %j Z3i MODIFIED YES— NO- EXPLAIN: EQUIPMENT IDENTIFICATION AND S/N(AS APPLICABLE) R`' "L yn:� WORK CONFORMS YES— NO_. -This report is provided for the information of the client only.The reproduction of this report,by any method,and its transmit- HOURS tal to a third party,by any means,except in full,without the written permission of Pacific Testing Laboratories,is prohibited." MILE. ' This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made COST CODE ON OFF T OT AGE within the defined scope of the work.Certification shall not be construed to represent inspection.approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by �k Pacific Testing Laboratories DATE FIELD CONTACT: DATE Contract Min. TOTAL HOURS CR 39-2 Chargeable Hours NELSON-COUVRETTE& ASSOCIATES,INC. FIELD REPORT CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS ANO ENVIRONMENTAL SCIENTISTS - _---- Project: Ma�e�. rk SEA �s�^ File No. 1$�6 17311-135th Avenue NE,A-500 -� t? I Woodinville,WA 98072 Owner: cl�'l 4� Zcn oo - Date: 11 �1 (206)486-1669 • (206)337-1669 113 Fax(206)481-2510 Location: M0,1? U)ooa 60\� CwsSe _ Report No. � 3 Weather: M6'�VJ. S\, I �' 65 Page: of Purpose of Visit: By: s�\s Volw n �ks ruug-s\ of 3,M DUc� 01�as\�e� r� Cad ►``�1ar� +o Ae A I �- nCc - n5 rnLS6 O 1 TO , agC1\�CO rLn � �o(- C A'I �� 12Qn}an� �n�� o�Sesye�\ AA D)Ca gmQr�� CkCYL r,o Cwnz SanA a(a,\'�� �cc�c4 Gila Com�o�r ��� �,�c �Ir,, i��►�I�, O� V�bro,�n�•���c�s�a��� �011�� W� C�r�ter\ C� �n�l ��_-e5as Ire M Attachments: Signed: Distribution: Lit-PDACE lk,101STUTRE AND DENSITY TESTS PROTECT: 11 14jp JOB LOCAT-101,': h,n rr,0,2, TESTSCONDUC—ir-DBY: MGC_ pp,CcTo-'�.N=r:ODr f TEST GENERAL FT.TO FILL 50 VYIET DRY MAXIMUM DATE N I NO. LOCATION GRADE A DE DE:FT H MOIST. J-DENSFFY D E"I S r Ty D E N,S I-ly COW. SPEC. C 0 P"M N-I S (C�A K/2 L\ > O R Cj =E4 hTELSO-,"-NT-COUVP= &ASSOCLATES,LAC. i 1-IGMlOC1C RS TO MATCH 2� LINER 0 EL 112.0 - / jvN ro R 00D NO \:;' 0• PERFbRATED`pYC-^� %•�� 4 v SUDDRAIN PI�'E�-�. �. \rl�*L 100.•GEL. 111.5 7 m III I o, If /tL 114.0 S2 , ` `` I JI r IL/EL 115.0 I ( `�•,•• •"•'- APpROX. LIMITS bF OISTRUDCD �� � 1` � %•, � %; � 'SLOPES irL EMOANKMENT SEE NOTE 2 MATCH EXISTING ( LIMITS OF PVC GRADE AT BASIN LINER EL_104.5 BASIN PLAN R(;COMMC:NDf3D E (ILLUSTRATES SUDDRAIN AND VEGETATION LIMITS) FOR APPROVAL INV. EL SCALE 0 10 20 40 FEET 13 Y_n--'/ 107.0 106.55 ,� 1 _ 100.53 I NOTED 100.5 ENc- 3 1. ALL PIPES SHALL DE SOLID DOWNSTREAM OF POND LINER. NELSON-COUVRETTE& ASSOCIATES,INC. FIELD REPORT CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS ANO ENVIRONMENTAL SCIENTISTS File No. 17311-135th Avenue NE,A 500 Project: N\Ap -wood C(e.,IC SED. 5�� Woodinville,WA 98072 Owner: C J'l 0� Ran)nr� Date: 3 Q (206)486-1669 •(206)337-1669 Fax(206)481-2510 Location: MQOR � GO\( CoU.rsC Report No. Weather: SUnr1'sl I �On Page: of Purpose 1 of Visit: Cor-)SA(UL1 ion Moni�O02% By: MK WQ �11Sl�ea TY�Q 51 2 &\l 0A Cz1'sV p4 JIm ) OJ D Wo,VYV&Y- 1C�tAS, 1I01 aura MNIrk �m Y'?'KCmcrvm ca�ns��y eS cn \Ou r,c, i�)1cAC 46 acoc:'(Y\ COr- Cozk T Ian 0 5 &c)n Utc��I�� �,.\Q ��e� IJ��� RQAIA-, 16\Ca�rer\ �E�cCa�rn\ton ��cerr , \40 -�1�,ot.�ErJ\ ti� areas be �e,5�c d w e o6-"U�0- coowc I o n CA V b( c� 1n �(Qrx OW-) �V9 Arv( L. Cor,c� C �C pI ryes G der C0(Y)P( 1 n A l l ov,� o raEn�I���es ls�S arc �� were n C On1 D IG n U a sp c\�tcd q5°/b off- �A-.Q AS- m V Nklmt A,,,. D,l nSl�y r In 5 p n �1�rn�ec �� 1 aboca�oN )it'- S NIno WOU A be nU&& �e lnor\ R�&L-'-1� U A-D 2Ine 2L1 }hk spec\C\Cailt ns S�-tkkS ' is k \e�5> nne ���o���nt�•1 r�C' Gy'w n' �cs� Sha\\ bZ- c y'k o n PC), One \-)Vcy cQ A � ,l ( 150> Ccnblc ex(ava (� Ig �Gl X) �tN h, car, :IkAj�n I Attachments: Signed: Distribution: IN-PLACE MOISTURE AND DENSITY TESTS PROJECT: MnP l!"CC C CQ,0k 5��, SM� JOB NUMBER: LOCATION: IQuc��O� �o CO✓f / REPORT NO.: � yin h PAGE OF_ PROCTOR METHOD: ASTM D-698-91 / ASTM D-1557-91 TESTS CONDUCTED BY: FEET TEST GENERAL TO FILL % VVET DRY MAX. % % DATE NO. LOCATION GRADE DEPTH MOIST. DENSITY DENSITY DENSITY COMP. SPEC. COMMENTS qs q s � 25- NELSON-COUVRETTEANDASSOCIATES, INC. v O1-CR"AD 2r I-ICMLOCI< EL 114 UNCR �j� / /��/j �! �!1� L ter- ;'1• f O OOD IV flo !'\ 5I113DIIAIN f T'C� �. �. �J�L 10 :G! v '� '� . 111.5 1,1:1- 114.0 ti u >> x. LIMITS SLOPES ' CMUANKMCNT rL ( ' �"" SCE NOTL' 2 rom / f (• ' /� ��/���ry!���/ /i/ � LIMITS 01" PVC MATCH EXISTING ! !�o '� /// �ti�/` / UA51N LINER GRADE. AT Itf:COMMANDED BASIN PLAN 1:0R APPROVAL C (ILLUSTRATES SUODRAIN AND VCCCTATION LIMITS) SCALC 0 10 20 40 MET TNV. EL NOTED ED 100.53 1• ALL PIPES SHALL DL" SOLID DOWrISTRCAM Of 100.1 POND LINER. NELSON-COUVRETTE&ASSOCIATES,INC. FIELD REPORT CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS ANO ENVIRONMENTAL SCIENTISTS _-- - ----- -- Project: 1�1gp�Q-1nbb(� Cre>zti Sfd. 4��si r, File No. ``6 �(a 17311-135th Avenue NE,A-500 Woodinville,WA 98072 Owner: C l}-1 o y Date: (206)486-1669 •(206)337-1669 1 5 Fax(206)481-2510 Location: GO1 E CDW SL Report No. Weather: Ro ; Gob F Page: t of 3 Purpose of Visit: Con- IAC-kton r�Onrn�o�kn� By; M A� d e sr�e v a� �h� �-Izquws� o c\,--\ �nA-s oo we ob5ZS\1 0,6 -I 4 coM VAJl on o rn 5 -�7%ry1� Cock Sow `''1gtAyel Cory)w\ tor\ was 6or-)e W�' a ��bc� �c�► col\a� �Q 66k Seen CC)MQLACk-iUn Vt_-,45 n�nnd, ikl,- 60tA1n S-V(Qnrn e�V exCe e-JcS , . .i .e. Fi Ce7-no-ck yr.J- S% o 1�sT m o 155 t WAx AkAry, dc�) d�nsi��► . SPL�'9 � S-�Q,�j� C�r�5D2C�4� Wl�1n C1�y O� Y�S�n�r, (A�V�\ 't"►'tR be nc� \n - 06cq (XKf)-L')Vy ory 'V)y4u� �-A\J �I�xcas o u ono 1- 1 oba�a�c,ry as �c 2yer� Cl n� �ntnrY red ��r W` n BSc 4 6 -6 CQ�t�th o� ►Mo� v �I�� I�� , �n� SS 6� �rL��S� ho���Icd . Attachments: Signed: / Distribution: IN-PLACE MOISTURE AND DENSITY TESTS PROJECT: Kl0o'Lu,( � l c<c�C �ET� t] JOB NUMBER: LOCATION: I Y I�,o i_\n �o� COiA�SC REPORT NO.: 1 5 n PAGE Z OF 3 PROCTOR METHOD_ASTM D 593-91 / ASTM O-1557.91 TESTS CONDUCTED BY: FEET TEST GENERAL TO FILL `In WET CRY N.AX. DATE NO. LOCATION GRADE DEPTH MOIST. DENSITY DENSITY DENSITY COMP. SPEC. COMMENTS 1$ Iq� 1 S, -�`ok r � �+ 6.z I ���.� ���. i�3 q 5 } b�bws 3 1 I S 3 u bi oUs 3 1 \00 195 3�i bows 2 N� -C ,'A3 \A i 2- I G � 4 1 bra �s -2 0 I I I I i I I i I i i I I I i I I I I I I i I I I I I t I I I i I i I t I I I I I I I i I NEL SON-COUVRETTE AND ASSOCIATES, INC. HEr I I x �b GIFA6 2 MLOCIC ,/ // �' I �: RS TO MATCH LINER 0 EL 112.0 / s 4, /l X. tj / I E , IMOD c1 /fJ J/4• .V� 110 \f' 4 r — ;�' a' PERF RATE0�1'YC-^\ , /''� -:/ / 51JDD2AIN PIP o L! It EL 115.0 LIMITS bF DSTRUDED \ j• , / � // � 'SLOPES I rL EMBANKMENT i SEE NOTE 2 LIMITS OF PVC f AT STING / /j�, BASIN LINER C ESN PLAN RECOMMENDED E (ILLUSTRATES SUDDRAIN AND VEGETATION LIMITS) FOR APPROVAL. INV. EL SCALE 0 10 20 40 FEET 13y nM��G�, -!7 7G 107.0 l 1015.55 I,i o JD/ 100,53 NOTED 100.5 1. ALL PIPES SHALL BE SOLID DOWNSTREAM OF POND LINER. FILr WALASHEK INDUSTRIAL & MARINE 3236 16th Ave. S.W., Seattle, Washington 98134-1024 (206) 624-2880 FAX (206) 624-3324 1 1/8/96 Serial No. 007 City of Renton Attn: Daniel Carey Re: Maplewood Creek Sedimentation Pond Project - Sieve test Dear Dan, Sieve test results as requested Y' Contractors Signature 5555 N. Channel Drive 5785 Plantation Rd. 595 "C" Street Building 10 Theodore,Alabama 36582-1735 Chula Vista, California 91 91 0-1 406 Portland, Oregon 97217-4367 (334) 653-6900 (619) 498-1711 (503) 285-9926 FAX (503) 285-9934 FAX (334) 653-8700 FAX (619) 498-0710 NELSON-COUVRETTE &ASSOCIATES,INC. FIELD REPORT CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS,,I Project: �I aP1 e UJ00-D Creep File No. I86D� Iq (o 17311-135th Avenue NE, A-500 I Woodinville,WA98072 Owner: Cily o� FeAon Date: IOZ21 1�Co (206)486-1669 • (206)337-1669 r� Fax(206)481-2510 Location: M lk P1 e Va Iley Report No. Weather: 5,5 ' l;o 1, rat rl Page: _of_� Purpose Ili of Visit: Cons4ro �onjor rcl By: e, 1Nalasl,ek Yndv-sf�joj fo eVcJL)n- e- back-�, ll 4 4e, ovPr'exca- Va�on o- Soft -o;ts o,, ->'- e, loc 4- on o� - -ke Q1a171?e01( 0v+1e-4- s�-rc�c gyres , 0V1 ctrr;val wP, a 6,s er yeed 4-kee, aiA4/'ac-4-or had placed �- fob o; Coc.J,-,- -}:D_ r-,n_A'�e- goo wa s c�verexcazc4ed -G'lled w;4-L rock s,a Its 71ee c'onf/-a6- io7 orrrled me �-ke croske'( roe was 117i'ac/< - 1-a/1e1/ ;/I dace wi4-G -4-Le, kgc-k koe . 7Z e, rem 4 A>a� //" co�4 b �-e T-P4��- ro'- ab�,. 2'' >� Y'' w��� 0, ol,'�lnQ4--ei- s4eel tool . 74e, ma4erial is mosk,, ar-ave 51zed RZeces r�(1d ;a ors r has b e e/1 S y,-fab6,, c o M Q a c-4 ed 47c, sv,o/-,)ar -rye, rnlat��ed s��� ��ires We o 6s r✓ b a-6 -go e-� Is edi�n el?-71a -o 7 b a s i a ,r 4k 44 ee TIQGk U A o e Z V le, 0- flee impo e d y1 - rug 4-5 be ri sed ;/7 74 P, be�rrl Q/ based o� 7c'eld o6Sel►�a�'on ,�s �a�err'a / S `fib 1hee fie- ciI�l S�c°Gi CQ�i�b✓i 40"- grai/1 .Size- aol-f sQr d /�ems, wo v ail( lafe ,,,s wee l� . Jaffe re�„r+ s �- Tt �YlodI f=I;d Pro,, 7rcc,� Sr-d J) I SS- jt,,(., Attachments: f Svc�o� Te« ' Signed: Distribution: c -COMPACTION TEST Project M9PG eGj00 D CP-aI L Job No. 6 b Date �'22—`��E,/ Description of Soil r rry� 3rowk) t-rNc �° (!oa rsc SRNd will, S�If o.rA 6,rcw&( ( 1 lrt PA( } Sample Location S¢oG K P, I L Proctor No. Test Performed By J I1C Proctor Method �STNI^�^1 S 7^� Mold Diam. in. Vol. 0' 0-7 S cu.ft. (C� Wafer Content Detemination Sample No. 1 2 3 4 5 Moisture Can No. (ok !*?I J o t o Z (0 Wt.of Can+wet Soil t OR A 32z;1" 3° /,;c 31y,j(„ 35C.o4 3Uy,,7 Wt.or Can+Dry Soil 370,So 3091.i3 -�'71.14 35y.yj W t.of Water 3 3.91 2 3.14 9°.'S L 11.-7 10.4 , J.q '�- Wt.ofCan 51,'1� so:lj so- Is- S( 5I.s1 3/.I Wt.ofDrysoil 3i Z� 15b•°I°I 3� 0 303,05- )�U of z$$.ly Water Content K'% 0 Density DelerminalioAq ,V,- Comments DP i f r., [1<IF 0 L/R 14e Water Content wl/o 9 B b. .S WL of Soil+Mold 2,5.3� 1y,gg atl.ss Wt.of Mold 4 q,i t(,1.7 Wt.of Soil in Mold 1 I D ' 0.-i I I 0, Wet Density,pcf L�`? ��D i y .`�U 111. 07 Dry Density,pcf 13 4 13 4.1 131,4 l4L v 139 Rock Correction: 3s A Aj30 Retained on 3 4 Sieve 11G 111 z 4 G `� In IL 1�4 Water Content w% Optimum Moisture- _ .S- % Maximum Dry Density= 13 pcf Rock Corr.Opt.Mt.= Rock Corr.Max.D.D.= I g s pcf NELSON-COWRETTE& ASSOCIATES, INC. . NELSON-CO UVRETTE &ASSOCIATES,INC. FIELD REPORT CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS 17311-135th Avenue NE,A-500 Project: A4#P'-r' JooD GerE K File No. 18 6`�60 Woodinville,WA 98072 Owner: C l �y of Date: f 01 Z3 Z q(Ca (206)486-1669 - (206)337.1669 Fax(206)481.2510 Location: Ma P I e Vall e y Report No. Weather: 56 li* L} rain Page: I of 2 Purpose of visit: Ob fa;✓? 14z b San /6-S By: 1�11�3 We/ o-rr►✓ed ort Srle a4- +lie re4uEsf o� Mikes yialasLe—k o � Wodoashek Indusirial �o n 6- a;(l So,mple_s a"' soil exCOyaied �rorn -4l e, Sedl-men 71a 7i'aa has;a eXcavafr'ofi +0 -Der4I-m �rrairl s;ze. ML ies4.s Ake he, -l-a k o -C ena� b e t a 4,e d m ee,4- s �'olu -)r re - vse a-S Opon orr;YAI we- me-f wk J7, (otikoc4yr) N2 ;Ar►;17eo( �s �1L �-1„✓ ;�, 1 ad Sk down 4C 'p, Mike.- a4d a (e,orese,,7 Ave, from oarza . 7Ae<., ed re-1 u e s�ex Z :1�r rrn s e.v el'a I 4 r'a is ,s i z e- f-es4-.s as s4ock Pled eXcava�i`orl JPO)'/S as r,./f-W as r'G�r/enR, bnv� I +oo4 or less above -�i'naI ala�e.� _ _ -�Vok s xn _ s ra/ S '1 u n s;Le 4es-ls . Sa 1e- to c.a7 -6y7j 4,4 o4 4e, basia /► ello; es er soils S,qm pt local r 0x2 7 ra. ,satrp r `(: West- e4d o� �Le e:Xc-avc+-ion ehcoii124el-ea' 1;gU btow/I MP&M (7d wA gravel '� 41ace 534-: 4001ee_4-v pos.S;IS ' be, old y;l aLI ra, SRmPLE'S S �, (o : FiPorn -�-L.P S�-ac��t �iI�P G✓�iG� �aS Q Ve-M lye� IniX O� So;IS e-XCal/A�FY X(-bM -,e- ) aS;n, �1G /I, L Ifs ck 51 C>f'C, w li"a( st'S 4 re Attachments: I" ,'Ex I hire 3 - (9 rula Saf- 4Nalwsls Signed: Distribution: fw • `•♦� �� �" MIMIh� C �♦ /� .� �\1`' rim INNER Ilk 0 Mgt � III II g!, "L-- LN IANKMENT w • 1• ® 1 1 1 • 1 • Ii I ` • I Ii L • 1 1• • NELSON-COUVRETTE&ASSOCIATES,INC. LETTER OF TRANSMITTAL CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS ANO ENVIRONMENTAL SCIENTISTS 17311-135th Ave.N.E.,#A-500 13424 Chain Lake Rd. DATE FILE No.Woodinville,WA 98072 Monroe,Washington 98272 0/30 14 6 f 8 664 6 (206)486-1669•FAX 481-2510 (206)788-5612•794-4332 ATTENTION Mike- N I►4 s l t e(c RE: TO j,,J a�r1511 t K Yu�l us�rlc� & M fi-r, fvc, e W oOCQ IL 5 ej /Lt l�-- > WE ARE SENDING YOU 2f Attached ❑ Under separate cover via the following items: ❑ Copy of letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications O COPIES DATE NO. DESCRIPTION l° THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted Z-for your use ❑ Approved as noted > ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS 2 e4-f COPY TO SIGNED: I y If enclosures are not as noted, kindly notify us at once. Z U. S . STANDARD SIEVE SIZE rri 100 O � 0Hill 0 90 �/ � m96.5 00 i 80 d 5 o n 4o w 7 0 8Z.$ D 3 / 78 z co p 3m O ro 60 m m ` 50 to m Z 50 1 Qo co y° Z u 40 50 u 77 C� i� iL y z u 30 (o Z w m a 20 o it o 27 _ ME 10 2 L 'S O � 0 lFFFJ 1000 100 10 1 . 0 0 . 1 0 . 01 0 . 001 GRAIN SIZE IN MILLIMETERS m COBBLES GRAVEL SAND SILT OR CLAY pI COARSE I FINE lCOARSE1 MEDIUM I FINE D m EXPLORATION SAMPLE 23 SYMBOL NUMBER DEPTH SOIL DESCRIPTION c • SAMPLE l BASIN BOTTOM GRAY s►Lry FIAI& ro COARSE SAND Wlr# 79110E Ta m SA mPL6 5 Al. 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I EXPLORATIONSAMPLE BROWNNUMBER DEPTH SOIL DESCRIPTION VIVID r .q m U. S . STANDARD SIEVE SIZE O co ti�' � � co. \Cj. `,o. moo. �o• `'o• moo. n 1 100 Zo < 90 � m o ►— 80 � m bz w 70 n co 3 Z O m 60 !Obm ~y y of w 5 9 no z 0 Z.5 Z 407 Z W u 30 w 30.5 m ° 20 Z3 o 10 0o g 6` v fillo A 1000 100 10 1 . 0 0 . 1 0 . 01 0 . 001 7�C GRAIN SIZE IN MILLIMETERS COBBLES ND COARSERAVEL FINE COARSE MEDIUM FINE SILT OR CLAY D m EXPLORATION SAMPLE v SYMBOL NUMBER DEPTH SOIL DESCRIPTION W p c" • SN)7PI E Co S. EW D OF CG M y S/LT Y f/INF 70 COARSE SAND W/TH m STOCKPILE 4,Q�4V&L � Tre,¢�F pRcS/QN/GS Diginal-Not Negotiable Straight Bill of Lading Short Form Name of Carrier CARRIER'S No. RECEIVED,subject to the classifications and tariffs in effect on the issue of the Bill of Lading. at 19 From the property described below,in apparent good order,except as noted(contents and conditions of contents of packages unknown),marked,consigned,and destined as indicated below,which said carrier(the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property over all or any portion of said route to destination,and as to each party at any time interested in all or any of said property,that every service to be pperformed hereunder shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth(1)in Uniform Feight,Classification in effect on the date thereof,if this is a rail water shipment or(2)in the applicable motor carrier classification or tariff if this is a motor carrier shipment.Shipper hereby certifies that he is familiar with all terms and conditions of the said bill of lading,including those on the back thereof,set forth,set forth in the classification or tariff which governs the transportation of this shipment and the terms and conditions are hereby agreed to by the shipper and accepted for himself and his assigns. SHIP TO: Received subject to the classifications and the tariffs in effect on the date of issue of this Original Bill of WALASHEK INSDUSTRIAL Lading,or,received,subject to the Rules for the Carriage of Express and Non-Carload Freight Traffic and tariffs in effect on the date of issue of this original Shipping Contract(bill of lading),goods described below, MAPLEWOOD CREEK in apparent good order,except as noted(contents and conditions of contents of packages unknown),marked, consigned and destined as indicated below,which said Company agrees to carry to it's usual place of delivery at said destination,if on its road,otherwise to deliver to another carrier on the route to said destination. SHIPPING POINT:SEATTLE TRAILER NO.: JOB NO. DATE SHIPPED CARRIER 12101996 1010111996 NICHOLS TRUCKING SHIPPER NO. 16314 DESCRIPTION OF ARTICLES AND SPECIAL MARKS UNITS TAG CODE 663 ......BO WALASHEK INDUSTRIALIMAPLEWOOD,SPILLWAY OUTLET 1,479 3 664 ......BO WALASHEK INDUSTRIALIMAPLEWOOD,SPILLWAY OUTLET-SLOPED 334 3 665 ......BO WALASHEK INDUSTRIALIMAPLEWOOD,SPILLWAY INLET 5,396 3 666 ......BO WALASHEK INDUSTRIALIMAPLEWOOD,SPILLWAY INLET-SLOPED 2,380 3 667 ......BO WALASHEK INDUSTRIALIMAPLEWOOD,FISHWAY OUTLET 1,369 3 668 ......BO WALASHEK INDUSTRIALIMAPLEWOOD,FISHWAY OUTLET-SLOPED 89 3 669 ......BO WALASHEK INDUSTRIALIMAPLEWOOD,BYPASS PIPE INLET+ TRIM 232 3 BLACK TOTAL: 11,279 11,279 NOTE: PERMANENT POST OFFICE ADDRESS OF SHIPPER AGENT PER: HARRIS REBAR 401 ALEXANDER AVE. BLDG,9326.PORT OF TACOMA.WASHINGTON 98071.1379 1. ORIGINAL-NOT NEGOTIABLE (THIS BILL OF LADING-EXPRESS SHIPPING CONTRACT IS TO BE SIGNED BY SHIPPER AND CARRIER) HARRI S REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 663 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE001 Dwg.: 1 B Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEWOOD 09126196 16:28:29 Time Reqd: SPILLWAY OUTLET Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB' r- 17 BC Grade Item Type Qty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 1 12 5 16'-6 206 2 34 5 8'-6 301 3 2 5 81-01 17 4 22 4 9'-4 137 5 22 4 8'-8 127 6 24 4 6'-4 102 7 32 4 4'-8 100 8 24 4 4'-3 68 9 16 4 2'-6 27 10 17 8 5 SW5005 4'-0 T-0 2'-0 33 11 17 2 5 SW5002 4'-0 2'-0 2'-0 8 12 17 2 5 SW5003 T-6 7 13 17 8 5 SW5004 T-6 2'-0 1'-6 29 14 2 4 4 SW4003 5'-1 0'8 4'-5 14 15 H17 8 4 SW4002 T-0 J27 16 17 60 4 SW4009 4'-0 2'-0 2'-0 160 17 2 28 4 SW4005 T-6 0'-8 T-10 65 18 2 22 4 SW4006 T-6 51 Maximum Bar Length:16'.6 Total Weight: 1479.0 Ibs Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE001 Location: Release: 663 09126196 16:28:31 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOO Dwg.No.: 1 B Prep.By: TIM SPILLWAY OUTLET BarMark Qty Size Length Type A B C D E F I R G H J K 0 SW4005 28 4 3'-6 2 0'-8 2'-10 SW4006 22 4 3'-6 2 0'-8 2'-10 SW4003 4 4 5'-1 2 0'-8 4'-5 SW4009 60 4 4'-0 17 2'-0 2'-0 SW5003 2 5 3'-6 17 2'-0 1'-6 SW5004 8 5 3'-6 17 2'-0 1'-6 SW5005 8 5 4'-0 17 2'-0 2'-0 SW5002 2 5 4'-0 17 2'-0 2'-0 SW4002 8 4 5'-0 H17 2'.3 0'-6 2'-3 HAR,RIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 663 Project: MISC. RETAIL SALES Run #: MCSE001 Dwg. #: 1B Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:3 SPILLWAY OUTLET Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 12 262 561 317 878 5 10 68 524 77 601 Totals 22 330 1085 394 1479 HARRIS REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 664 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE002 Dwg.: 1 B Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:28:33 Time Reqd: SPILLWAY OUTLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Oty Size BarMark Length A B C D E IF I R G H I J K 0 Ibs 60 1 4 4 SW4007f 8'-11% 24 2 4 4 SW4007e 8'-6 23 3 4 4 SW4007d 8'-0'/4 21 4 4 4 7'-8% 21 5 32 4 T-8 164 6 4 4 SW4007c T-6'h 20 7 4 4 SW4007b T-0% 19 8 4 4 SW4007a 6'-7 18 9 4 4 SW4008a T-0'/z 13 10 4 4 SW4008b T-1 8 11 4 4 SW4008c 1 1'/2 3 Maximum Bar Length:9'-0 Total Weight: 334.0 Ibs HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 664 Project: MISC. RETAIL SALES Run #: MCSE002 Dwg. #: 1B Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:3 SPILLWAY OUTLET-SLOPED Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 11 72 334 0 334 Totals 11 72 334 0 334 HARRIS REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 665 TAG 3 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE003 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEWOOD 09126196 16:28:38 Time Reqd: SPILLWAY INLET Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB 17 BC Grade Item Type Oty Size BarMark Length A B C D E IF R G H J K 0 Ibs 60 1 16 6 26'-10 645 2 28 6 15'-0 631 3 16 6 11'-10 284 4 16 6 T-1'/2 171 5 16 5 26'-10 448 6 30 5 15'-0 469 7 56 5 14'-8 857 8 16 5 11'-9 196 9 14 5 T-2% 106 10 2 16 6 SX6001 4'-8 1'-0 3'-8 112 11 2 50 6 SX6003 4'-8 1'-0 3'-8 350 12 2 16 6 SX6001 4'-8 112 13 H10 16 5 SX5001 T-3 T-6 2'-2'% 1'-0 1'-1'% 1'-7 0'-10 1'-1'% 1 1'/2 154 14 17 100 5 SX5002 T-0 L62T'- 521 15 2 16 5 SX5006 4'-1 68 16 2 48 5 SX5005 4'-1 0'-10 204 17 2 16 5 SX5006 4'-1 68 Maximum Bar Length:26'.10 Total Weight: 5396.0 Ibs BEND: a DETAILS TAG CODE - 1 Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE003 Location: Release: 665 09126196 16:28:42 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOD Dwg.No.: 1A Prep.By: TIM SPILLWAY INLET BarMark Oty Size Length Type A B C D E FIR G H J K 0 SX5001 16 5 9'-3 H10 2'-6 2'-21/2 1'-0 1'-11/2 1'-7 0'-10 1'-1'h 1' 11/2 SX5006 32 5 4'-1 2 0'-10 3'-3 SX5005 48 5 4'-1 2 0'-10 3'-3 SX6001 32 6 4'-8 2 1'-0 3'-8 SX6003 50 6 4'-8 2 1'-0 3'-8 SX5002 56 5 5'-0 17 2'-6 2'-6 SX5002 44 5 5'-0 17 2'-6 2'-6 HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 665 Project: MISC. RETAIL SALES Run #: MCSE003 Dwg. #: 1A Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:4 SPILLWAY INLET Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 5 13 328 2076 1015 3091 6 7 158 1731 574 2305 Totals 20 486 3807 1589 5396 HARRI S REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 666 TAG 3 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE004 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:28:46 Time Reqd: SPILLWAY INLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Oty Size BarMark Length A B C D E IFI R G H J K 0 Ibs 60 1 2 6 SX6002y 9'-2'/4 28 2 2 6 SX6002x 9'-1'/4 27 3 2 6 SX6002w 9'-0'/4 27 4 2 6 SX6002v 8'-11'/4 27 5 2 6 SX6002u 8'-10'/4 27 6 2 6 SX6002t 8'-9%4 26 7 2 6 SX6002s 8'-8'/4 26 8 2 6 SX6002r 8'-7'/4 26 9 2 6 SX6002 8'-6'/4 26 10 2 6 SX6002p 8'-5'/4 25 11 2 6 SX6002o 8'-4'/4 25 12 2 6 SX6002n 8'-3'/4 25 13 2 6 SX6002m 8'-2'/z 25 14 2 6 SX60021 8'-1'/2 24 15 2 6 SX6002k 8'-0'/2 24 16 2 6 SX6002i T-11'/2 24 17 2 6 SX6002i T-10'/2 24 18 2 6 SX6002h 7'-9'/2 23 19 2 6 SX6002g 7'-8'/2 23 20 2 6 SX6002f 7'-7'/: 23 21 2 6 SX6002e T-6'/2 23 22 2 6 SX6002d 7'-5'/2 22 23 2 6 SX6002c T-4'/z 22 24 2 6 SX6002b 7'-3'/z 22 25 2 6 SX6002a 7'-2'/2 22 26 44 5 26'-81 1224 Maximum Bar Length:9'-2 -continued- HARRI S REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 666 Page: 2 Project: MISC.RETAIL SALES Run#: MCSE004 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:28:49 Time Reqd: SPILLWAY INLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Qty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 27 4 5 SX5004a 17'-10 74 28 4 5 SX5004b 10'-3% 43 29 2 5 SX5003x 9'-2%4 19 30 2 5 SX5003w 9'-11/4 19 31 2 5 SX5003v 9'-0%4 19 32 2 5 SX5003u 8'-11'/4 19 33 2.5 SX5003t 8'-10Y4 I 1 18 34 2 5 SX5003s 8'-9Y4 18 35 2 5 SX5003r 8'-8'/4 18 36 2 5 SX5003 8'-7'/4 18 37 2 5 SX5003p 8'-6'/4 18 38 2 5 SX5003o 8'-5'/z 18 39 2 5 SX5003n 8'-4'/z 17 40 2 5 SX5003m 8'-3'% 17 41 2 5 SX50031 8'-2'% 17 42 2 5 SX5003k 8'-1'/2 17 43 2 5 SX5003j 8'-0'/2 17 44 2 5 SX5003i T-11'h 17 45 2 5 SX5003h 7'-101/2 16 46 2 5 SX5003g T-9'/2 16 47 2 5 SX5003f 7'-8% 16 48 2 5 SX5003e 7'-7% 16 49 2 5 SX5003d T-6% 16 50 2 5 SX5003c 7'-5% 16 51 2 5 SX5003b T-4% 15 52 2 5 SX5003a 7'-3% 15 Maximum Bar Length:9'-2 -continued- HARRI S REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 666 TAG Page: 3 Project: MISC.RETAIL SALES Run#: MCSE004 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:28:52 Time Reqd: SPILLWAY INLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Qt Size BarMark Length A B C D E F I R G H J K 0 Ibs YP Y 9 60 53 415 SX5004c 1 2'-9 1 1 11 Maximum Bar Length:9'.2 Total Weight: 2380.0 Ibs HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 666 Project: MISC. RETAIL SALES Run #: MCSE004 Dwg. #: 1A Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:5 SPILLWAY INLET-SLOPED Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 5 28 104 1764 0 1764 6 25 50 616 0 616 Totals 53 154 2380 0 2380 HARRI S REBAR f INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 667 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE005 Dwg.: 2 Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEWOOD 09126196 16:28:56 Time Reqd: FISHWAY OUTLET Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB' 17 BCD. 2 ABG 17 BC - - Grade Item Type Oty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 1 16 4 9'-8 103 2 8 4 9'-6 50 3 38 14 1 9'-1'/: 232 4 32 4 8'-8 186 5 30 4 8'-6 171 6 17 4 6'-10'h 78 7 5 4 4'-7 15 8 16 4 T-10 40 9 2 20 4 SX4001 11'-0 147 10 2 20 4 SX4011 10'-10 0'-8 9'-6 0'-8 145 11 17 5 4 SZ4003 T-9 2'-0 T-9 2'-0 26 12 17 48 4 SX4005 4'-0 129 13 2 9 4 SX4004 T-0 0'-8 2'-4 18 14 2 9 4 SX4003 2'.10 0'-8 2'-1% 17 ' 15 2 8 4 SX4002 2'-2 12 Maximum Bar Length: 10 Total Weight: 1369.0 Ibs a DETAILS TAG CODE - 3 Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE005 Location: Release: 667 09126/96 16:28:59 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOD Dwg.No.: 2 Prep.By: TIM FISHWAY OUTLET BarMark Qty Size Length Type A B C D E IF R G H J K 0 SX4002 8 4 2'-2 2 0'-8 1'-6 SX4003 9 4 2'-10 2 0'-8 2'-1% SX4004 9 4 3'-0 2 0'-8 2'-4 SX4011 20 4 10'-10 2 0'-8 9'-6 0'-8 SX4001 20 4 11'-0 J 0'-8 9'-8 0'-8 SX4005 48 4 4'-0 2'-0 2'-0 SZ4003 5 4 7'-9 17 2'-0 3'-9 2'-0 HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 667 Project: MISC. RETAIL SALES Run #: MCSE005 Dwg. #: 2 Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:29:0 FISHWAY OUTLET Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 23 281 875 494 1369 Totals 23 281 875 494 1369 HARRI S REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 668 Page: 1 Project: MISC.RETAIL SALES Run#: MCSED06 Dwg.: 2 Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEWOOD 09126196 16:29:03 Time Reqd: FISHWAY OUTLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB 3 BC C�1 17 BC Grade Item Type Qty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 1 3 4 9'-6 19 2 1 4 4'-2 3 3 3 1 4 SX4006 9'-2 3 '- % '4 6 4 2 2 4 SX4007d T.10 0'-8 5'-2Y4 8 5 17 2 4 SX4008 5'-10 T-9% 2%0 8 6 2 2 4 SX4007c T-4 0A 4A 7 7 2 2 4 SX4007b 4'-10 0'-8 4'-l% 6 8 2 2 4 SX4007a 4'-4 0'-8 T-7'/2 6 9 17 2 4 SX4009 4'-1 5 10 17 8.4 SX4010 4'-0 21 Maximum Bar Length:9'.6 Total Weight: 89.0 Ibs Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE006 Location: Release: 668 09126/96 16:29:05 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOD Dwg.No.: 2 Prep.By: TIM FISHWAY OUTLET-SLOPED BarMark Oty Size Length Type A B C D E F I R G H J K 0 SX4007a 2 4 4'-4 2 0'-8 3'-7'/z SX4007b 2 4 4'-10 2 0'-8 4'-1% SX4007c 2 4 5'-4 2 0'-8 4'-8 SX4007d 2 4 5'-10 2 0'-8 5'-2'/4 SX4009 2 4 4'-1 17 2'-0% 2'-0 SX4010 8 4 4'-0 17 2'-0 2'-0 SX4008 2 4 5'-10 17 3'-9% 2'-0 SX4006 1 4 9'-2 3 4'-7'/4 4'-7'/4 3'-11% 2'-3% 6'-11'/4 HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 668 Project: MISC. RETAIL SALES Run #: MCSE006 Dwg. #: 2 Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:29:0 FISHWAY OUTLET-SLOPED Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 10 25 22 67 89 Totals 10 25 22 67 89 HARRIS REBAR, INC . 401 ALEXANDER AVE. BLDC. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 669 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE007 Dwg.: 2 Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOO 09126196 16:29:09 Time Reqd: BYPASS PIPE INLET + TRIM Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB� r 17 BCD Grade Item Type Qty Size BarMark Length A B C D E IF I R G H J K 0 Ibs 60 1 6 4 204 80 2 5 4 4'-7 15 3 10 4 4'-6 30 4 9 4 T-8 22 5 17 5 4 SZ4003 T-9 2'-0 T-9 2'-0 26 6 2 10 4 SZ4001 5'-0 ' 33 7 2 5 4 SZ4002 T-0 0'-8 4'-3'/2 17 8 2 5 4 SZ4004 2'-7 ', 9 Maximum Bar Length:20 Total Weight: 232.0 Ibs a n7TATLS TAG CODE - 1 Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE007 Location: Release: 669 09126196 16:29:12 Mat'I for: WALASHEK INOUSTRIALIMAPLEWOOD Dwg.No.: 2 Prep.By: TIM BYPASS PIPE INLET + TRIM BarMark Oty Size Length Type A B C D E F I R G H J K 0 SZ4004 5 4 2'-7 2 0'-8 1'-11'/4 SZ4001 10 4 5'-0 2 0'-8 4'-3'/z SZ4002 5 4 5'-0 2 0'-8 4'-3'/2 SZ4003 5 4 7'-9 17 2'-0 3'9 2 0 HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 669 Project: MISC. RETAIL SALES Run #: MCSE007 Dwg. #: 2 Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:29:1 BYPASS PIPE INLET + TRIM Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 10 55 147 85 232 Totals 10 55 147 85 232 HARRIS R.EBAR SEA"TZ LE, INC. SSQS Adds RV17 3.Sta.=1.PtCaa WA 9U-Z4 Oairerr_40t A k=Lod-A—Bids.93Z6.7440UP.WA 9UZ1 FABRICATION CER'IMCATION OF COitiLPLIANCE COMT ACrOR w(Iz-4#s PC--tC I /l��c/SGrLt RC JOB NO. ('Zo STATE CONTRACT NO. ica TEAMS 1n rgp46j y0 b l RZLZAa NO. BILL/LADING TM NU30ER BLACK BAR SIZE EPDXY EMA T DER #3 5� 8 #4 C23� 16* #7 #S - #g #10 #14. #I8 ra 3MMT-=VM=arnW maMl=mow WAXMAVarACrM=2f oos�su awra��asnueauu �a��orsuzanerua�roa �+a.a.srx,�su s�saaar�r�:eazLs nxmarn►��rra aE��rr::urs awvaamr aszra�arrsz- �Cd'Q'aii'IQ Z�A?RAA�[S Lilf�C AaKl�t37l�S O!'I��'���t ALL ias�,�sat�rs�a�xr�utawrr�c� iQar�►rr�usame.+�a,�cs�w�ar�sr�.+aava � iw�raros BQr.or r.�a�cz ra�a�at�s rrvsa�. CA= slit XMlq==4MST= !wffAXW1R3PAN= ��►Msw7C FARRIS REBAR, INC . BILL OF LADING 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, WASHINGTON 98421 Contract: 12101996 Releases:" Project: MISC. RETAIL SALES Time Arrived: TRACTOR #: Contact: Time Departed: TRAILER #: Sold to: Date: DRIVER: Run: MCSE001 MCSE002 MCSE003 MCSE004 MCSE005 MCSE006 MCSE007 09/26/96 16:29: 1 Bid Item: . . . . . .BO Weight Grand Total: 11279 lbs Instructions: Grade Size Items # of Bars Str. Bars lbs Bent Bars lbs Total Weight lbs 60 4 66 695 1939 963 2902 5 51 500 4364 1092 5456 6 32 208 2347 574 2921 Totals: 149 1403 8650 2629 11279 Longest Bar Length: 0. 1 ft RECEIVED BY: Denole 55-Ka Plant 01liosOrigin, CERTIFIED MILL TEST REPORT � 55-Kankakee,Illinois Steel Division 58-Birmingham,Alabama Steel Division 10-Softie,Washington Steel Division SOLD •HARRIS REBAR SEATTLE INC 19 84-Jackson,Mississippi SteelDivision 12435010 1 TO '5303 PACIFIC HWY EAST DATE:09/11/96 •SUITE 251 BIRMINGHAM STEEL CORP FIFE, WA 98424 SEATTLE, WA STEEL DIVISION S.L.NO.:70—W59239 2424 SW ANDOVER SHIP .HARRIS REBAR (TRUCK) SEATTLE, WA. 98106-1100 LOAD NO':7000041273 TO •401 ALEXANDER STREET (E06)933-2222 'TACOMA, WA PHYSICAL TESTS CHEMICAL TESTS .�rl?i;' I HEAT NO.* DESCRIPTION YIELD TENSILE C Mn P S SI Cu rif P.S.I. P.S.I. ELONO end DEF NI Cr Mo V Cb C.E. �`z ' 6 0#: LYALL /10/96 }; 097I 0875 EATTLE WA STEEL DIVISION 67, 500 102, 500 15. 6% OK 5. 0% . 36 1. 12 025 057 . 19 . 44 . 58% i 4 Rebar 40' (Br60) 465MPa 707MPa . 031 . 13 . 11 . 02 " a STM A615-95b, Or 60 097I0876 3EATTLE WA STEEL DIVISION 68, 750 107, 500 11. 7% OK 4. 0% . 41 . 12 012 043 . 22 .50 . 63% 1 4 R e bar 401 (Or60) 474MPa 741 MPa . 034 . 15 . 10 . 02 l STM A615-95b, Or 60 R CEIV r) i SEF 12 ;. S13 I • AR l I SFA arC. i l l I ' l I SEE REVERSE FOR PLANT OF ORIGIN I HEREBY CERTIFY THAW THE ABOVE FIGURES ARE CORRECT AS CONTAINED IN THE RECORDS OF THE CORPORATION. O. G I RALDO ALL MANUFACTURING PROCESSES OF THE STEEL MATERIALS IN THIS PRODUCT.INCLUDING SMELTING. HAVE OCCURRED WITHIN THE UNITED STATES. IN COMPLIANCE WITH THE "BUY QUALITY ASSURANCE AMERICAN'PROVISION OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 19E2. nucor MILL TEST REPORT NO. A Division of Nuooa<C.orporalon PLYMOUM, UTAH MOTED STATES OF AMEFUGA steel INVOICE NUMBER: 12578 SOLD IO: HARRIS REBAR,INC.,DIV. HRRRIS SHIP IO: HRRRIS REBAR,INC.,DIV. HRRRIS CUSTOMER PON! 69500 5303 PACIFIC HWY. EASI 401 ALEXANDER AVE BILL OF LADING: 61767 SUIIE 4251 PORT OF IACOMA-BLDG 9326 SHIP DATE: 7/12/96 FIFE, WA 98424 TACOMA, WA 98421 Item Description Heatp NomWt Yield Iensile Eing C Ma P S Si Grade Bend P.S.I. P.S.I. : 8' NO. 5 REBRR ,1§4228 96.8 64,097 98,387 15.0 .38 1.11 .018 .034 .20 A615-94,GR.60,S' TASS - NO. 5 REBRR 164229 95.9 60,387 96,129 13.0 .39 1.16 .022 .031 .26 R615-94,GR.60,S PASS No. 5 REBRR 264262 95.6 62,000 97,419 15.0 .38 1.11 D19 032 20 R615-94,GR.60,5 PASS REINFORCING STEEL CONFORMS IO RSIM A-615. IHE IDENIIFIED STEEL IS IN FACI COMPOSED OF IHE HEATS INDICATED AND IS REPRESENTED BY THE SAMPLES TESTED. IHE TESI RESULTS INDICATED ARE ACIUAL TEST RESULIS OBTAINED ON SAMPLES OF SIfEL HEATS TAKEN AND IESIED IN ACCORDANCE WIIH RSIM A-61 ASPECIFICAIIONS FOR SAMPLING, CHEMICAL ANALYSIS, PHYSICAL IESIING AND MEASURING. IHE AVERAGE &9 SPACING A;;4 "' DEFO IO HAVE OEEN MEASURED AND FOUND TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF RSIM A-615. ALL MELTING AND MANUFACIURING PROCESSES PLANT M TALLL1PG uALrry 11Awwm PERFURMEO IN THE UNTIED STAIES UF' AMERICA. CERTIFIED(MILL CMTREST REPORT WdE c ) 9 13 96 CUSTOMER HAMIS REBAR i ascade steel rolling mills, inc. BILL OF LADING NO. 401 ALE;tANDER AVE. BLDG 9326 3200 NORTH HIGHWAY 99 W PORT OF TACCMA , WA 98421 McMINNVILLE OREGON 97128 10328640 (503)472-4181 SAX(503)434-5739 PAGE 1 OF 1 DIESCRIPTION TEST NAME 1)UNIT OF HEAT NO./PRODUCT/GRADE YIELD TENSILE ELONC. NDM: WT BEND DEF. DECMMS �Q39496 ` . 6 BAR 60 CPADE 70.0 110 12 *' ' 95.9 180 CV, '` ASTM A615 93 GRADE 60 ti BAR; 60 CRADE 71.5 112 12 ,96.4 180 CK OK ASTM A615 93 MADE 60 *238396 6 BAR 60 GRADE 67.5 1b7 12 97.3 180 OF, OK ASTM A615 93 GRADE 60 t' ,1 ate �r �rS'. 1 RECEIVED 0 T*,tow Kqm 9EA1TLE, (f'�. i,., .•.r,nr i�F:M" '�`",7r.n.. .?1.T }r-so^To 1. ,r•,. .. , CHEMICAI ANALYSIS w ,1. tii'�:.n71 •,'��i gtkl.;�i,/.' 'i�.rt;k, a I I •I {I j HEAT NO. C 't MN P w S % SI t V 't CE 't ' 239496 ! 43 1.02 I .027 .027 .17 � ".003 .63 s. ?38596 46 1.18 .021 _ .028 .17 —003 .68 t238396_ .38 1.32 .021 .024 .18 ;004 .62 �. .. 4 4 ` 1 r .. .j} Cv NUMBER(S) : TODD S CERTIFIED BY: ALL tVjM4A1 1 FZKWIJl XMSSES FOR THE MATERIALS OCCURRED IN THE tfNITED STATES. CSRM QUALITY ASSURANCE MANAGER DENNIS W.LAUBER Q.A.M. JUN-11-97 WED 08:09 HARRIS REBAR SEATTLE FAX N0, 12532727256 P. 01 SPECIAL BENDS F ( L � END TYPE G EXCESS IN _ � �� DETAILER �� � DRAWING RELEASE CUSTOMER CONTRACT ,21 t:>1 101(p JOB M1��t.�yJ ova l K_ �1�1Gt.�-t'o-t-ror.t t `r{S S T O N E W A Y C O N C R E T E Keystone Construction Maplewood Creek Sedimentation Basin Reconstruction & Improvements F r Engineer's Copy Submitted by: Bob Foster Sales Manager i S E A T T L F R L N T O N T U K W I L A i I x� S,Si 7.0 ,.t 4 # r�,r-tT S '-2`..1L �.n� !`•.n ACCOUNTING:9125 10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762 2566 FAX 763 4178 � ;7�vsr�S 3� rzz2u:SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226-1000 FAX 228-4924 ,4" i�s sMz�L�ri's������1= k� 'r 1�j.5 rr S T O N E W A Y C O N C R E T E Project: Maplewood Creek Sedimentation Basin Reconstruction&Imp. Contractor: Keystone Construction. Tuesday, June 03, 1997 Gentlemen: In accordance with your request, we are submitting the following mix design(s) for the above project Mix#4852 - 4000 PSI Concrete Mix#4853 - 4000 PSI Concrete with air entrainment A structural concrete statistical analysis report, based on mix design performance in the field, is included for your review, along with mix design proportions. This report is in accordance with ACI 318-95 specifications. ASTM C-94-94a, Section 14.4, the Standard Specification for Ready Mixed Concrete states, "When the strength of concrete is used as a basis for acceptance, the manufacturer shall be entitled to copies of all test reports." In accordance with this specification, approval of these mix designs carries with it Stoneway Concrete's inclusion on the distribution list for all concrete test reports. Please contact me if additional information is required. Sincerely, STO ,, WAY ONCRETE Michael Gardner Technical Services Manager S E A T T L E R E N T O N T U K W I L A yy7;4j.t'f a� y�.,p�'w.�i� 5?, e.31 .+S r a•. ggtt L r„<< ."j".... v.+C� S Ys s5 t. ;xr'V.} ,V•3>'�•.. -YJ�I 'i.`s• tJrn3,' AC Z • COUNTING:9425'10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762-2566 FAX 76S {14LES:4915 MARLE VALLEY HIGHWAY •RENTON,WA 98055. �` (2061226-1000 • 'FAX 228-4`rriN�".,,M'_;n,2,. 31, �M,f 4 S le.C4T STONEWAY C O N C R E T E CONCRETE MIX DESIGN MIX ID 4852 [ ] 4000 PSI 06/03/97 CONTRACTOR Keystone Construction PROJECT : Maplewood Creek CONSTRUCTION TYPE 4000 PSI Concrete WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 450 2 . 29 Flyash, LB 80 0. 57 Concrete Sande LB 1450 8 . 67 7/811 , LB 1950 11. 57 WATER, LB (GAL-US) 230 ( 27 . 6) 3 . 69 TOTAL AIR, a 1. 5 0.41 TOTAL 27 . 20 Type A Water Reducer 4oz. /100cwt, OZ 21. 20 WATER/CEMENT RATIO, LBS/LB 0. 43 SLUMP, IN 4 . 00 CONCRETE UNIT WEIGHT, PCF 153 . 0 PREPARED BY . Michael Gardner S E A T T L F R E T1 O N T U K W I L A ACCOUNTING:9125 10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762-2566 FAX 763 4178 ut}�r�f ;ti't�alvi;�J�ys�{r r T {+SJ.` 7`l�?N 3tyzy 5 SALES: 191 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226-1000 FAX 228-4924 STONEWAY CONCRETE INC. 1915 MAPLE VALLEY HWY. RENTON, WA 98055 U. S.A. (206) 226-1000 CONCRETE MIX DESIGN MIX ID 4852 [ J 4000 PSI 06/17/96 CONTRACTOR Hensel Phelps Construction PROJECT King County Regional Justice Center WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I, LB 450 2 . 29 Flyash, LB 80 0 . 57 Concrete Sand, LB 1450 8 . 67 7/811 , LB 1950 11 . 57 WATER, LB (GAL-US) 230 ( 27 . 6) 3 . 69 TOTAL AIR, % 1. 5 0 . 41 TOTAL 27 . 20 Type A Water Reducer 4oz . /100cwt, OZ 21. 20 WATER/CEMENT RATIO, LBS/LB 0 . 43 SLUMP, IN 4 . 00 CONCRETE UNIT WEIGHT, PCF 153 . 0 PREPARED BY : Michael Gardner P. 1 Stoneway Concrete Co. 1915 Maple Valley Ilwy. Renton, WA 98055 U. S.A. (206) 226 - 1000 Concrete Test Report Summary Mix: 4852 F'c: 4000 psi 06/17/96 MIX DESCRIP`1'ION --------------- 4852 ---------- 4000 psi ---------- 6/30/92 Within Moving C of V Avg: 3 Air Con 7 day 28 day 28 day 28 day Sample Slump Tmp Tmp Comp Comp Comp Comp Date in deg F deg F psi psi % psi -2/28/96 6 . 00 33 70 3580 4885 - - 2/29/96 4 . 25 53 57 3610 5300 - - 3/ 5/96 2 . 75 45 61 3970 5600 0 . 8 5262 3/ 6/96 4 . 00 52 58 4070 5245 2 . 6 5382 3/ 6/96 4 . 00 45 58 3840 5430 2 . 7 5425 3/13/96 4 . 50 50 68 3530 4940 3 . 0 5205 3/15/96 4 . 00 58 68 3430 4935 1 . 3 5102 3/19/96 3 . 00 52 64 4760 6240 - 5372 3/22/96 3 . 00 50 - 3870 5185 1 . 6 5453 3/23/96 5 . 00 48 70 3910 5280 2 . 3 5568 --------------------------------------------------------------------- 3/28/96 4 . 00 54 64 3480 5135 2 . 1 5200 3/29/96 4 . 50 46 60 3440 5035 2 . 9 5150 3/29/96 5 . 00 50 58 3700 5020 2 . 1 5063 4/ 2/96 4 . 25 46 60 4070 5340 - 5132 4/ 3/96 4 . 00 54 64 4110 5585 2 . 3 5315 4/ 4/96 3 . 75 70 64 3940 5590 0. 8 5505 4/ 9/96 4 . 50 64 70 3600 4885 1 . 0 5353 4/10/96 3 . 50 58 68 4040 5405 0 . 8 5293 4/11/96 3 . 75 50 62 4090 5535 0 . 8 5275 4/12/96 3 . 00 50 64 4320 5790 0. 4 5577 --------------------------------------------------------------------- 4/15/96 4 . 00 60 66 3950 5095 0 . 7 5473 4/16/96 3 . 00 52 64 4760 6285 0 . 9 5723 4/17/96 4 . 25 55 66 4550 6040 1 . 4 5807 4/17/96 4 . 50 49 60 3950 5465 1. 5 5930 4/22/96 3 . 00 52 62 4100 5685 1 . 2 5730 4/23/96 4 . 00 54 62 3710 5430 0 . 6 5527 4/30/96 4 . 00 60 67 3880 5650 0 . 8 5588 5/ 1/96 4 . 00 56 66 3700 5090 1 . 6 5390 5/ 2/96 4 . 00 , 54 65 3450 5100 3 . 0 5280 5/ 2/96 3 . 50 57 65 4210 5485 4 . 0 52.25 --------------------------------------------------------------------- Count ---------------------------------------------------------------- 30 30 29 30 30 26 28 Average -------------------------------------------------------------- 3 . 97 53 64 3921 5390 1 . 7 5404 P. 1 Concrete Test Report Summary Within Moving C of V Avg: 3 Air Con 7 day 28 day 28 day 28 day Sample Slump Tmp Tmp Comb Comp Comp Comp Date in deg F deg F psi psi % psi Standard Deviation --------------------------------------------------- 0.70 7 4 358 372 0 . 9 220 Range --------------------------------------------------^------------- 2 . 75 33 57 3430 4885 0 . 4 5063 6. 00 70 70 4760 6285 4 . 0 5930 Coefficient of Variation --------------------------------------------- 17 . 73 12 . 74 5 .95 9 . 13 6 . 91 56 . 79 4 . 07 P. 2 Stoneway Concrete Co. 1915 Maple Valley Ilwy. Renton, WA 98055 U. S.A. (206) 226 - 1000 ACI 214 Summary of 4852 [ 4000 psi] ACI 214 SUMMARY --------------- --------------- Statistical Strength Summary ---------------------------- Average strength based on 30 tests 5390 psi Overall Standard Deviation 372 psi Control is Excellent Overall coefficient of variation 6, 91 % Overall within-test coefficient of variation . 1. 73 % Control is Excellent Chance of strength falling below 4000 psi - Chance of strength falling below 3500 psi - % Chance of "Average of 3" below 4000 psi . - % ACI 214 Minimum Recommended Strength 4499 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 ytin%j n: S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID 4853 [ ] 4000 PSI 06/03/97 CONTRACTOR Keystone Construction PROJECT : Maplewood Creek CONSTRUCTION TYPE 4000 PSI Air Entrained WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 450 2 . 29 Flyash (Pozzolanic NW) , LB 80 0. 57 Concrete Sand, LB 1290 7 . 71 7/8" , LB 1920 11. 40 WATER, LB (GAL-US) 240 ( 28. 8) 3 . 85 TOTAL AIR, % 5. 0 +/- 1. 0 1. 36 TOTAL 27 . 17 Type A Water Reducer 4oz. /100cwt, OZ 21. 20 Daravair 3/4oz . /100cwt. , OZ-US 4 . 0 WATER/CEMENT RATIO, LBS/LB 0. 45 SLUMP, IN 4 . 00 CONCRETE UNIT WEIGHT, PCF 146. 5 PREPARED BY. Michael Gardner S L A T T L F R E _1 O N T U K W I L A � A � ACCOUNTING:9125 10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762-2566 FAX 763-4178 SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 206 226-1000 FAX 228-4924 Stoneway Concrete 1915 Maple Valley Hwy Renton, WA 98055 U. S.A. (206) 226-1000 CONCRETE MIX DESIGN MIX ID 4853 [ ] 4000 PSI 03/25/97 CONTRACTOR M A Segale PROJECT Terminal 5 WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 450 2 . 29 Flyash (Pozzolanic NW) , LB 80 0. 57 Concrete Sand, LB 1290 7 .71 7/811 , LB 1920 11.40 WATER, LB (GAL-US) 240 ( 28 .8) 3 .85 TOTAL AIR, 4 . 5 +/- 1. 5 1. 22 TOTAL 27 . 03 Type A Water Reducer 4oz. /100cwt, OZ 21. 20 Daravair 1/2oz. /100cwt. , OZ-US 2 .7 WATER/CEMENT RATIO, LBS/LB 0. 45 SLUMP, IN 4 . 00 CONCRETE UNIT WEIGHT, PCF 147 .2 PREPARED BY Michael Gardner P. 1 Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 U.S.A. 206-226-1000 Concrete Test Report Summary Mix: 4853 F'c: 4000 psi 03/25/97 MIX DESCRIPTION --------------- 4853 ---------- 4000 psi ---------- 6/30/92 Within Moving C of V Avg: 3 Air Con 7 day 28 day 28 day 28 day Sample Slump Tmp Tmp Comp Comp Comp Comp Date in deg F deg F psi psi % psi 12/17/96 4 . 00 38 59 3140 4680 - - 12/17/96 5. 00 38 60 3540 5450 - - 12/17/96 4 . 00 39 66 3940 5700 5. 5 5277 12/17/96 5. 00 40 57 3810 5035 4 . 7 5395 12/17/96 4 .50 41 56 2620 4425 6. 6 5053 12/17/96 4 . 00 41 59 2840 4150 5. 3 4537 12/19/96 3 .75 38 70 3710 5210 - 4595 12/20/96 4 . 00 42 75 4330 5290 5. 3 4883 12/20/96 4 .00 43 58 3940 5285 2 .8 5262 12/23/96 3 .25 44 58 4550 6715 2 . 5 5763 --------------------------------------------------------------------- 1/ 3/97 3 . 75 48 70 4010 5310 2 . 2 5770 1/ 3/97 4 . 50 48 61 3440 4795 4 . 3 5607 1/ 6/97 4 . 00 50 69 4540 6245 4 .4 5450 1/ 7/97 3 . 50 48 58 4190 4515 5. 8 5185 1/ 7/97 4 . 00 58 76 4020 5705 4 . 2 5488 1/ 8/97 2 . 50 48 62 4040 5575 5. 3 5265 1/ 9/97 4 . 50 58 60 3240 4955 2 . 3 5412 1/ 9/97 4 . 00 54 68 3930 4820 2 . 5 5117 1/13/97 4 .50 34 75 4290 5350 1. 8 5042 1/13/97 4 . 00 42 70 4090 5525 2 . 4 5232 --------------------------------------------------------------------- 1/13/97 4 . 00 44 56 3940 5070 2 . 2 5315 1/14/97 4 . 00 42 64 3910 5175 1. 9 5257 1/15/97 4 . 50 34 68 3640 5320 2 . 9 5188 1/16/97 4 . 00 38 70 3470 5085 5. 7 5193 1/20/97 4 . 00 48 60 3650 4945 12 . 1 5117 1/21/97 2 . 00 54 62 5030 6405 11. 5 5478 1/22/97 3 .50 43 62 4190 5465 9 . 9 5605 1/22/97 3 . 00 44 61 4430 5210 3 . 2 5693 1/22/97 4 . 00 44 58 3370 4395 6. 5 5023 1/23/97 2 .50 45 58 4060 5500 4 . 8 5035 --------------------------------------------------------------------- Count ---------------------------------------------------------------- 30 30 30 30 30 27 28 Average ------------------------------------------------ ------------- 3 .88 44 64 3863 5244 4 . 8 5258 P. 1 Concrete Test Report Summary Within Moving C of V Avg: 3 Air Con 7 day 28 day 28 day 28 day Sample Slump Tmp Tmp Comp Comp Comp Comp Date in deg F deg F psi psi psi Standard Deviation --------------------------------------------------- 0.68 6 6 516 569 2 . 8 303 Range -------------------------------------------------- ------------- 2 .00 34 56 2620 4150 1.8 4537 5.00 58 76 5030 6715 12 . 1 5770 Coefficient of Variation --------------------------------------------- 17 .59 14. 06 9.56 13.36 10.86 58. 04 5.77 P. 2 Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 U. S.A. 206-226-1000 ACI 214 Summary of 4853 [ 4000 psi] ACI 214 SUMMARY --------------- --------------- Statistical Strength Summary ---------------------------- Average strength based on 30 tests 5244 psi Overall Standard Deviation 569 psi Control is Good Overall coefficient of variation 10. 86 % Overall within-test coefficient of variation 4. 81 % Control is Good Chance of strength falling below 4000 psi 1. 4 % Chance of strength falling below 3500 psi - % Chance of "Average of 3" below 4000 psi - % ACI 214 Minimum Recommended Strength 4827 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 J ASI3 CinOZlIEd CE;MIENriv COMPAWY J J "WESTERN REGION" 11811 N.E. FIRST STREET, SUITE A207 BELLEVUE, WA 98005 SALES OFFICE: (206) 688-0110 TOLL FREE: 1-800-665-4382 FAX: (206) 688-0122 January 3, 1997 Mr. Mike Gardner Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055-3906 Dear Mike: RE: City of Seattle, Ready Mix Plant Certification, Cement Certification , This letter is issued to certify that the Type I, Type II, and Type III cements you purchase from Ash Grove Cement Company are hi conformance with the requirements of ASTM C-150 92. We further certify that this cement is manufactured in the United States of America and conforms to the requirements of the "Buy America Act." Should you have any questions regarding the use of our products, please contact the undersigned. Sincerely yours J � j (v/Neil T. Eastvold l-ethnical Services Manager NTE:cf J ' rJ &4tuw, � ISLAND CORPORATE CEN"LER 7525 S.E.24th Street Mercer Island,WA 98040 Pozzolanic Telephone(20 232-9320 FAX(206)232-9501 Recovering Resources for our Future January 3 , 1997 Mr. Michael Gardner STONEWAY CONCRETE 1915 Maple Valley Highway Renton, WA 98055 Dear Michael: Pozzolanic certifies that all Centralia fly ash supplied to this company meets the standard conditions of ASTM C-618 for class F pozzolan. Very truly yours, POZZOLAN.I`C enn . Hitch Manager - Quality Assurance j JLH:aw Sworn to before me this third day of January 1997 . Amy izab h White Nota y Public in and for, r ,� ,i �,� the State of Washington, .1`: t,;S. ; County of Snohomish, residing Q :� �OT'�°� s at Everett, Washington . _ My commission expires 10-26-99 ,11I1 0AWASN'���; Alaska• British Columbia•California Colorado Idaho•Montana Nevada Oregon South Dakota•Washington•Wyoming 9 Utah � Construction Products Division G'R" `CF W R.Grace&Co.-Conn. 6960 Koll Center Parkway Suile 307 Pleasanton,CA 94566 ,lanuary 22, 1996 (510)462-9620 i Mr. Michael Gardner Stoneway Concrete 9125 - 1 Olh Avenue South Seattle, WA 98108 Dear Mike: This is to certify that DARAVAIR-1000, an air-entraining admixture, as manufactured and supplied by the Construction Products Division, W. R. Grace & Co.-Conn., is formulated to coruply with Specification for Air-Entraining Admixtures for Concrete, ASTM Designation: C 260 (AASII.1'O M 154). r DARAVAIR-1000 does not contain calcium chloride or chloride containing compounds as a f functional ingredient. Chloride ions may be present in (race amounts contributed from the f domestic water supply used during the manufacturing process. The maximum allowable chloride ion content is 500 ppm. The foregoing is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side hereof. I r Ciuy Detwiler j Marketing and "technical Services Manager Western Region I STATE OF CALIFORNIA COUNTP OFALAAIEDA Subscribed and sworn to, before me, this 22nd dal, of-January , 1996. Nota,y PublicKANIN p u. NV AI i. �. 9A2R 1, - NOTARY P"1111C-CAIJPORr11A a) My Com-bEUA COUNII' �; 1:17 D a t a S h e e t Daravair■ III 1000 AIR—ENTRAINING ADMIXTURE ASTM C 260 AASHTO M 154 f>esa iptiort These air bubbles act much like flexible ball Daravair'D-1000 is a liquid air-entraining firings increasing the mobility,or plasticity admixture that provides freeze-thaw and workability of the concrete. This can resistance,yield control,and finishability permit a reduction in mixing water with no performance across the full range of concrete loss of slump. Placeability is improved. ' mix designs. Daravair-1000 is a clean, Bleeding, plastic shrinkage and segregation light-orange product designed to generate are minimized, specification-qualily air systems. Based on a Through the purposeful entrainment of air, high-grade saponified rosin formulation, Daravair-1000 markedly increases the Daravair-1000 is chemically similar to durability of concrete to severe exposures vinsol-based products, but with increased particularly to freezing and thawing It has purity and supply dependability. also demonstrated a remarkable ability to ► 'a impart resistance to the action of frost and 1 tr^s deicing salts as well as sulfate,sea and ,1 Daravair-1000 may be used wherever the alkaline waters. purposeful entrainment of air is required by Corr�talif?ilia with Oilrcr lldmixiur es l concrete specifications. Formulated to per 1 Y Min Aditisimeni form across the entire spectrum of production Daravair-1000 is fully effective and Entrained air will increase the volume of the mixes, Daravair-1000 generates quality, compatible in concrete with other admixtures concrete making it necessary to adjust the freeze-thaw resistant air systems in concrete EACH ADMIXTURE, HOWEVER, SHOULD mix proportions to maintain the cement factor conditions that include the following: BE ADDED TO THE CONCRETE and yield.This may be accomplished by a Low Slump SEPARATELY. reduction in water requirement and Paving aggregate content. Central Mix Addition f,ute • Extruded Slip Form There is no standard addition rate for Dispensing Equipijww • Mixes Containing Hot Water and Daravair-1000. The amount to be used will Accelerators A complete line of accurate automatic dis- de depend upon the amount of air required for • Precast � p° � pensing equipment is available. These dis- • job conditions, usually in the range of 4 to High Cement Factor 8%.Typical factors which might influence the water line,the mixer,or nsers can be located to the sand.Superpinto the • Fly Ash and Slag amountf air-entraining admixture required • Manufactured d S are, temperature,cement, sand gradation, • Manufactured Sands and the use of extra fine materials (ncluuiinci flit entraining flcair,>rt such as fly ash and microsilica. Typical Daravair-1000 is available in bulk, delivered Doravair-1000 addition rates range from by metered tank trucks and in 55 gallon Air is incorporated into the concrete by the 114 to 3 fluid ounces per 100 lbs. (210 L)drums. Daravair-1000 contains no mechanics of mixing and stabilized into mil- (50 to 200 ml/100 kg)of cement. flammable ingredients. DARAVAIR-1000 lions of discrete semi-microscopic bubbles in WILL FREEZE AT ABOUT 30°F(-1°C)BUT the presence of a specifically designed air- The usually increased capacity other Daravair 1000 ITS AIR-ENTRAINING PROPERTIES ARE entraining admixture such as Daravair-1000. is usually increased when other concrete COMPLETELY RESTORED BY THAWING admixtures are contained in the concrete, AND THOROUGH MECHANICAL particularly water-reducing admixtures and AGITATION. water-reducing retarders.This may allow up to a two-thirds reduction in the amount of Daravair-1000 required. GRACE Construction Products I � Grace Construction Products GRACE W R.Grace&Co.-Conn. 6960 Koll Center Parkway Suite 307 Pleasanton,CA 94566 (510)462-9620 January 12 , 1995 STONEWAY CONCRETE 1915 Maple Valley Highway Renton, WA 98057 Dear Sir: This is to certify that WRDA-64, a water-reducing admixture, as manufactured and supplied by the Construction Products Division, W. R. Grace & Co.-Conn. , is formulated to comply with Specification for Chemical Admixtures for Concrete, ASTM Designation: C 494, Type A and D (AASHTO M 194, Type A) . WRDA-64 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the domestic water supply used during the manufacturing process. The foregoing is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side hereof. Michael F. Roth Western Regional Manager Authorized Signature kdw State of California County of Alameda Subscribed and sworn to, before me, this 12 th day of JAN 1995. Karin D. Walters/Notary Public ; ' 1. �'., KAItIN D. WAI;IGftS COMM.#982817 'U a •: �� NOTARY P11131.1C-CAUF'ORNIA AIJ-MEDA COUNTY N *1�' -`� My(:o:nm I:x�ircs Ian. 18, 1S197 D u t a S h e e I WR 64 WATER-REDUCING ADMIXTURE ASTM C 494 TYPES A&D Descriplion: WRDA-64 on the finishabilily of lean mixes DA WRDA`&& is a Ix)lymrl baso I aqueous has kxxen Ixnliculolly noliceuble. I looting cxlulion of complex organic.compounds. and troweling, by fnachine or hand, impoils WRDA-64 is a ready-louse low viscosity a smooth,close loletance surface. liquid which is factory pie mixed in exact[)to- Ix)llions to nlinintize hole Tiny, elinainole fnis Addrlion Rale: lakes and(luesswork. the addition rate range of WRDA-64 is WRDA64 contains no calciurn chloride and 3 to 6 fluid ounces per 100 pounds weighs appioximalely 10.1 lbs./gallon 0 95-390 ml/100 kg)of cement. Pretesting (1 21 kg/L) is required to determine the appropriate addition rate for Type A and Type D Uses: performance. Optimum addition depends on the other concrete mixture components, job WRDA-64 produces a concrete with lower conditions, and desired performance water conlent(typically 8 to 10%reduction), characteristics. greater plasticity and higher strength. If is used in ready-.nix plants, block and concrete Dispensing Ecfuipmeni: (-2`C), but will return to full strength after fhav&r product plants, in lightweight and prestressed A corn lele line of accurate, oulornalic ing and thorough agilation. work . . . whetevef concrete is produced. dispensing equipment is available. Advanloges: WRDA-64 may be introduced to the mix on Architects' Specificalion for Concrete the sand or in the water. Waler-Reducing Adnrixhne: WRDA64 otters signilic:onl advantages over Concrete shall be designed in accotdowe single component water reducers.Water Compalibility with olher Admixlures: will,ACI Standard Recommended Practice iecluction and selling limes are more consis- WRDA,64 is compatible in concrete with for Selecting Proportions for Concrete, lonl due to the polymer components. all air-entraining admixtures such as ACI 211. WRDA-64 also performs especially well in r Daex"'II AEA and Daravoir'". Due►o the concrete containing fly ash and other The water reducing(or wafer reducing and I.)ozzolans. slight airentroining properties of WRDA64, retarding)admixture shall be WRDA64,as itself, the addition tale of air•enllaining admix. nlanufadured by Grace Construction 1lie use of WRDA-64 produces a plastic con- lure may be reduced by about 25%. By com- Products,or equal.The admixture shall not ciele that is more workable, easier to place bininc�the separate effects of airentfaining contain calcium Chloride. It shall be used in and mote linishable Ilion plain or other and dispersion, the water requirement of strict accordance with the manufacturer's rec- admixtured concrete. In the hardened state, concrete may be reduced up to 15%. Each otnrnendations.The admixture shall comply WRDA-64 concrete has higher cornpressive admixture should be added seporately. with ASiM Designation C 494, Type A and lloxural strengths al all'octes Ilion unlreaF While WRDA-64 contains no calcium water-reducing(or Type D walerreducin(1 ed of conventional admixtured concrete• chloride, it is compatible with calcium and retarding)admixtures. Cerlificalion of the greater degree of plasticity achieved, chloride in concrete(nixes. Again, each compliance shall be made available on compared with conventional water-reducing should be added separately, request. admixtures,allows improved finishability. Packaging: The admixture shall be considered pall of Ilse g g' total water. The admixture shall be delivered Finishabilily: WRDA-64 is available in bulk, delivered by as a ready-to-use liquid product and shall Finishers have staled that the cement paste, metered lank trucks,and in 55 gallon(210 L) . require no mixing at the balching plant or of mortar, in WRDA-64 admixtured concrete drums. WRDA-64 contains no dornfnable job site. has improved Irowelability. The influence of ingredients. It will freeze at about 28°F W.R.Grace&Co.-Conn. 62 Whitlernore Avenue, Cambridge,MA 02 1 40-1 692 tel.: (617)876 1400 WRDA,Darex and Darovair are registered trademarks of W.R.Grace&Co.-Conn. We hope the information given here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the user's consideration,investigation and verification but we do nor warrant the results to be obtained.Please read all statements,recommendations or sugges. lions in conjunction wwith our conditions of sole which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for GRACE nrry use which would infringe any potent or copyright.Grate Construction Products,W.R.Grace&Co.-Conn.,62 Whittemore Avenue,Cambridge, MA 02140.1692. Copyright 1994.W.R Grace P.Co.Conn. CMD 366E Printed in U.S.A. 3/94 FA/GPS/2.3M Construction Products HARRI,S R 13AR F� L� SEATTLE, INC. ws sscu fi..p Zk6 251. ?If&,VVA 9U-14 Ockv rr •o[ Ak=od-A—9Wf.MC Tacoma.WA 9f4ZI FABRICATION CERTIFICATION OF CONUMUNCE COMrRACrOR W(4-P-S W-i( 1 /ll��syr�i4c. JOB�140. (ZO lq c STATE CON Mucr NO. JOB IMAhm InOP46JOO b �C.. RELZAM NO. HEAT NUAOER BLACK BAR SIZE E 0xy SEAT L�FUM3ER #3 #6, #7 #S #g #Id #LI 114. #IS TM MMWCR=SMIL Cove=3rMW COM22COM WASMMfWACr 1=29 CO&atW# W=MMXrUWwM ►' 1 C!'I�S*A9�MGlON STJ� Q! AM A.ZT3L A-US. XMW W ACL nr:&0='S Z��lld?Tl�f�S1�KI'Ai3 AITJIL'! 10C�I�TIrQi�AttQ SAi S�Ada Islr�AiQws TIC R iAwxrmw.LC!LxwmDCR3mx=Lr SSmmam DAM 73�.talil�'fZi19�=Ql���iat 14M19�tQ�Ti71;lS HARRIS REBAR, INC . BILL OF LADING 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, WASHINGTON 98421 Contract: 12101996 Releases:6'Q Project: MISC. RETAIL SALES Time Arrived: TRACTOR #: Contact: Time Departed: TRAILER #: Sold to: Date: DRIVER: Run: MCSE001 MCSE002 MCSE003 MCSE004 MCSE005 MCSE006 MCSE007 09/26/96 16:29:1 Bid Item: . . . . . .BO Weight Grand Total: 11279 lbs Instructions: Grade Size Items # of Bars Str. Bars lbs Bent Bars lbs Total Weight lbs 60 4 66 695 1939 963 2902 5 51 500 4364 1092 5456 6 32 208 2347 574 2921 Totals: 149 1403 8650 2629 11279 Longest Bar Length: 0.1 ft RECEIVED BY: 1, IA0! 19� �'d n4d. u6q.: Denote Plant Of Origin. 55-Kankakee,Illinois Steel Division CERTIFIED MILL TEST REPORT 58-Birmingham,Alabama Steel Division 70-Seattle,Washington Steel Division SOLD •HARRIS REBAR SEATTLE INC 19 81-Jackson,Mississippi SteelDivision 12435010 1 TO 05303 PACIFIC HWY EAST DATE 09/11/96 •SUITE 251 BIRMINGHAM STEEL CORP FIFE, WA 98424 SEATTLE, WA STEEL DIVISION B.L.NO.:70—W59239 2424 SW ANDOVER SHIP .HARRIS REBAR (TRUCK.) SEATTLE, WA. 98106-1100 LOAD NO'7000041273 j TO •401 ALEXANDER STREET (206)933-2222 •TACOMA, WA HEAT NO.' DESCRIPTION PHYSICAL TESTS W % CHEMICAL TESTS 'air YIELD TENSILE C Mn P r057 SI P.S.I. P.S.I. ELONG end DEF NI Cr Mo Cb C.E. + .t` j ID#: LYALL /10/96 trr,x 09710875 EATTLE WA STEEL DIVISION 67, 500 102, 500 15.6% K 5. 0% . 36 . 12 025 . 19 . 44 . 58% ?`�§ 4 Rebar 40' (Gr60) 465MPa 707MPa . 031 . 13 . 11 .02 `>'• STM A615-95b, Gr 60 1097I0876 3EATTLE WA STEEL DIVISION 68, 750 107, 500 11. 7% OK 4. 0% . 41 1. 12 012 043 . 22 .50 . 63% 4 Re bar 40' (Gr60) 474MPa 741 MPa . 034 . 15 . 10 . 02 STM A615-95b, Gr 60 I I I I R CEIV r) j SEF I I S SEA I I 1 I I I i I SEE REVERSE FOR PLANT OF ORIGIN I HEREBY CERTIFY THAW THE ABOVE FIGURES ARE CORRECT AS CONTAINED IN THE RECORDS OF THE CORPORATION. 0. G I RALDO ALL MANUFACTURING PROCESSES OF THE STEEL MATERIALS IN THIS PRODUCT. INCLUDING SMELTING. HAVE OCCURRED WITHIN THE UNITED STATES. IN COMPLIANCE WITH THE "BUY QUALITY ASSURANCE AMF RIC AN PROVISION OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982. nucor MILL TEST REPORT No. A Division of Nucor Coporatlon PLYMM,UTAH LUTED STATES OF A11 WA steel INVOICE NUMBER: 12578 SOLD IO: HRRRIS REBAR,INC.,DIV. HRRRIS SHIP TO: HRRRIS REBAR,INC.,DIV. HRRRIS CUSTOMER PO4: 69500 5303 PACIFIC HWY. EASI 901 ALEXANDER AVE BILL OF LADING: 61767 SUIIE 4251 PORI OF TACOMA-BLDG 9326 SHIP DAIE: 7/12/96 FIFE, WA 9B929 IACOMA, WA 98421 item Description Heatp NomWt Yield Tensile Eing C Mn P S Si Grade Bend P.S.I. P.S.I. : 8' NO. 5 REBAR 164228 96.8 64,097 98,387 15.0 .38 1.11 .018 .034 .20 615-99,GR. 0,5 - [TABS _ NO. 5 REBAR 164229 95.9 69,387 96,129 13.0 .39 1.16 .022 .031 .26 A615-99,GR.60,S PASS NO. 5 REBAR 264262 95.6 62,000 97,419 15.0 .38 1.11 .019 .032 .20 A615-99,GR.60,S PASS REINFORCING STEEL CONFORMS IO ASIM A-615. THE IDENTIFIED STEEL IS IN FACI COMPOSED OF IHE HEAIS INDICATED AND IS REPRESENTED BY IHE SAMPLES IESIED. IHE IESI RESULTS INDICATED ARE ACIUAL TESI RESULIS OBTAINED ON SAMPLES OF STEEL BEATS TAKEN AND IESIED IN nCCORDANCE WITH ASIM A-61 SPECIFIcnn oNS FUR SAMPLING, CHEMICAL ANALYSIS, PHYSICAL IESIING AND MEASURING. IHE AVERAGE SPACING A HE 1 OF DEFO IONS HAVE BEEN MEASURED AND FOUND TO BE IN ACCORDANCE WITH IHE REQUIREMENIS OF ASIM A-615. ALL MELTING AND MANUFACIURING PROCESSES PLANT IYETALLLwa LIAury AsWcE AIAWA m PERFORMED IN THE UN11ED STAIES OE' AMERICA. t CERTIFIED MILL TEST REPORT DAIF (CMTR) 9 13 96 401 CUSTOMER AJ- REBAP, : ascade steel rolling mills, inc. BILL OF LADING NO. 401 ALE}{ANDER AVE. BLDC 9326 3200 NORTH HIGHWAY 99 W I'uftT OF TACCMA , WA 98421 McMINNVILLE,OREGON 97128 10328640 (503)472-4181 FAX(503)434-5739 PAGE 1 OF 1 • HEAT NO./PRODUCT/GRADE YIELD TENSILE ELONC• Nit: WT BEND DEF. *239496 all , 6 BAR 60 CRADE 70.0 110 12 � 95.9 180 CK ` ' CK 1 ASTM A615 93 CRADE 60 �;,,. . 23ss9� ti PAR 60 GRADE 71.5 112 12 ;96.4 180 OP. ASTM A615 93 U-PADE 60 OF, !:238396 6 BAR 60 CPP,DE j 67.5 107 12 97.3 180 CK OK ASTM A615 93 GIME 60 I' H CEIVFD SE �•p t i 1I"V, 9EAITLE, HEAT NO. C It, MN rr w S 'tr SI t V 'E CE t 239496 .43 1.02 .027I .027 ,V ' '.003 .63 a. , 238596 .46 1.18 .021 -. .028 .17 ,003 .68 238396 .38 1.32 .021 ' .024 ,18 ,004 .62 v7.Ya ry NurIBER(s): TODn �• ' + // . . w. 40 •Yip I A ALL �I�T1AU $WMENSSSES FOR THE MATERIALS OCCURRED IN THE UNITED STATES. CERTIFIED BY: CSRMOUALITY ASSURANCE MANAGER II t' DENNIS W.LAUBER Q.A.M. I HARRI S REBAR, INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 663 TAG Page: 1 Project: MISC.RETAIL SALES Run#: MCSE001 Dwg.: 1 B Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEW000 09126196 16:28:29 Time Reqd: SPILLWAY OUTLET Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB 17 BC - Grade Item Type Oty Size BarMark Length A B C D E IF R G H J K 0 Ibs 60 1 12 5 16'-6 206 2 34 5 8'-6 301 31 2 5 1 8'-0 17 4 22 4 9'-4 137 5 22 4 8'-8 127 6 24 4 6'-4 102 7 32 4 4'-8 100 8 24 4 4'-3 68 9 16 4 2'-6 27 10 17 8 5 SW5005 4'-0 2'-0 T-0 33 11 17 2 5 SW5002 4'-0 2'-0 T-0 8 12 17 2 5 SW5003 T-6 7 13 17 8 5 SW5004 T-6 T-0 1'-6 29 14 2 4 4 SW4003 5'-1 0'-8 4'-5 14 15 H17 8 4 ISW4002 I T-0 27 16 17 60 4 SW4009 4'-0 T-0 2'-0 160 17 2 28 4 SW4005 T-6 0'-8 2'-10 65 18 21 22 4 SW4006 T-6 51 Maximum Bar Length:16'-6 Total Weight: 1479.0 Ibs a nRTATLS TAG cony, —I Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE001 Location: Release: 663 09126196 16:28:31 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOD Dwg.No.: 113 Prep.By: TIM SPILLWAY OUTLET BarMark Oty Size Length Type A B C D E FIR G H J K 0 SW4005 28 4 3'-6 2 0'-8 2'-10 SW4006 22 4 3'-6 2 0'-8 2'-10 SW4003 4 4 5'-1 2 0'-8 4'-5 SW4009 60 4 4'-0 17 2'-0 2'-0 SW5003 2 5 3'-6 17 2'-0 1'-6 SW5004 8 5 3'-6 17 2'-0 1'-6 SW5005 8 5 4'-0 17 2'-0 2'-0 SW5002 2 5 4'-0 17 2'-0 2'-0 SW4002 8 4 5'-0 H17 2'-3 0'-6 2'-3 HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 663 Project: MISC. RETAIL SALES Run #: MCSE001 Dwg. #: 1B Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:3 SPILLWAY OUTLET Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 12 262 561 317 878 5 10 68 524 77 601 Totals 22 330 1085 394 1479 HARRIS REBAR, INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 664 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE002 Dwg.: 1 B Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:28:33 Time Reqd: SPILLWAY OUTLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Oty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 1 4 4 SW4007f 8'-11'/4 24 2 4 4 SW4007e 8'-6 23 3 4 4 SW4007d 8'-0'/4 21 4 4 4 T-8% 21 5 32 4 T-8 164 6 4 4 SW4007c T-6'/2 20 7 4 4 SW4007b T-0% 19 8 4 4 SW4007a 6'-7 18 9 4 4 SW4008a 5'-0'h 13 10 4 4 SW4008b 3'-1 8 11 4 4 SW4008c 1'-1'/z 3 Maximum Bar Length:9'-0 Total Weight: 334.0 Ibs • HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 664 Project: MISC. RETAIL SALES Run #: MCSE002 Dwg. #: 1B Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:3 SPILLWAY OUTLET-SLOPED Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 11 72 334 0 334 Totals 11 72 334 0 334 HARRIS REBAR, INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 665 TAG :3 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE003 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEWOOD 09/26196 16:28:38 Time Reqd: SPILLWAY INLET Bid Item: ......BO Col: None Grade: 60 Notes: 2 ABI 17 BC' Grade Item Type Qty Size BarMark Length A B C D E IF I R G H J K 0 Ibs 60 1 16 6 26'-10 645 2 28 6 15'-0 631 31 16 6 1 11'-10 284 4 16 6 T-1 Y2 171 5 16 5 26'-10 448 6 30 5 15'-0 469 7 56 5 14'-8 857 8 16 5 11'-9 196 9 14 5 T-2% 106 10 2 16 6 SX6001 4'-8 1'-0 3'-8 112 11 2 50 6 SX6003 4'-8 1'-0 3'-8 350 12 2 16 6 SX6001 4'-8 112 13 1-110 16 5 SX5001 9'-3 2'-6 2'-2% 1'-0 1'-1% 1'-7 0'-10 1' 1 Y2 1'-1'% 154 14 17 100 5 SX5002 5'-0 2'-6 2'-6 521 15 2 16 5 SX5006 4'-1 68 16 2 48 5 SX5005 4'-1 0'-10 3'-3 204 17 2 16 5 SX5006 4'-1 68 Maximum Bar Length:26'.10 Total Weight: 5396.0 Ibs Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE003 Location: Release: 665 09126196 16:28:42 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOO Dwg.No.: lA Prep.By: TIM SPILLWAY INLET BarMark Oty Size Length Type A B C D E F I R G H J K 0 SX5001 16 5 9'-3 H10 2'-6 2'-2'/2 1'-0 1'-1'/: 1'-7 0'-10 1'-1% SX5006 32 5 4'-1 2 0'-10 3'-3 SX5005 48 5 4'-1 2 0'-10 3'-3 SX6001 32 6 4'-8 2 1'-0 3'-8 SX6003 50 6 4'-8 2 1'-0 3'-8 SX5002 56 5 5'-0 17 2'-6 2'-6 SX5002 44 5 5'-0 17 2'-6 2'-6 . HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 665 Project: MISC. RETAIL SALES Run #: MCSE003 Dwg. #: 1A Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:4 SPILLWAY INLET Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 5 13 328 2076 1015 3091 6 7 158 1731 574 2305 Totals 20 486 3807 1589 5396 HARRIS REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 666 T A G 3Page: 1 Project: MISC.RETAIL SALES Run fit: MCSE004 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:28:46 Time Reqd: SPILLWAY INLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Dty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 1 2 6 SX6002y 9'-2'/4 28 2 2 6 SX6002z 9'-1'/4 27 3 2 6 SX6002w 9'-0'/4 27 4 2 6 SX6002v 8'-11'/4 27 5 2 6 SX6002u 8'-10'/4 27 6 2 6 SX6002t 8'-9Y4 26 7 2 6 SX6002s 8'-8'/4 26 8 2 6 SX6002r 8'-7'/4 26 9 2 6 SX6002 8'-6'/4 26 10 2 6 SX6002p 8'-5Y4 25 11 2 6 SX6002o 8'-4'/4 25 12 2 6 SX6002n 8'-3'/4 25 13 2 6 SX6002m 8'-2'/2 25 14 2 6 SX60021 8'-1'h 24 15 2 6 SX6002k 8'-0'/2 24 16 2 6 SX6002j 7'-11Y: 24 17 2 6 SX6002i T-10'/z 24 18 2 6 SX6002h 7'-9'/2 23 19 2 6 SX6002g T-8'/2 23 20 2 6 SX6002f T-7'/z 23 21 2 6 SX6002e T-61/2 23 22 2 6 SX6002d T-5% 22 23 2 6 SX6002c T-4'/2 22 24 2 6 SX6002b T-31h 22 25 2 6 SX6002a T-2'/2 22 26 44 5 26'-81 1224 Maximum Bar Length:9'.2 continued- HARRI S REBAR, INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 666TAG Page: 2 Project: MISC.RETAIL SALES Run#: MCSE004 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09/26196 16:28:49 Time Reqd: SPILLWAY INLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Oty Size BarMark Length A B C D E 1=I R G H J K 0 Ibs 60 27 4 5 SX5004a IT-10 74 28 4 5 SX5004b 10'-31/4 43 29 2 5 SX5003x 9'-2'/4 19 30 2 5 SX5003w 9'-1'/4 19 31 2 5 SX5003v 9'-0'/4 19 32 2 5 SX5003u T-11%4 19 33 2 5 SX5003t 8'-10'/4 18 34 2 5 SX5003s 8'-9'/4 18 35 2 5 SX5003r 8'-8'/4 18 36 2 5 SX5003 8'-7'/4 18 37 2 5 SX5003p 8'-6'/4 18 38 2 5 SX5003o 8'-51/2 18 39 2 5 SX5003n 8'-4'/2 17 40 2 5 SX5003m 8'-3'h 17 41 2 5 SX50031 8'-2'/2 17 42 2 5 SX5003k 8'-1'/2 17 43 2 5 SX5003j 8'-0'/2 17 44 2 5 SX5003i 7'-11'h 17 45 2 5 SX5003h T-10'/2 16 46 2 5 SX5003g T-9'/z 16 47 2 5 SX5003f T-8% 16 48 2 5 SX5003e T-71/4 16 49 2 5 SX5003d T-6% 16 50 2 5 SX5003c T-5% 16 51 2 5 SX5003b T-4% 15 52 2 5 SX5003a 7'-3% 15 Maximum Bar Length:9'.2 continued- HARRIS REBAR f INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 666 TAG : I Page: 3 Project: MISC.RETAIL SALES Run#: MCSE004 Dwg.: 1 A Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:28:52 Time Reqd: SPILLWAY INLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: Grade Item Type Oty Size BarMark Length A B C D E FIR G H J K 0 lbs 60 53 415 SX5004c 2'-9 1 Maximum Bar Length:9'.2 Total Weight: 2380.0 Ibs HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 666 Project: MISC. RETAIL SALES Run #: MCSE004 Dwg. #: 1A Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:28:5 SPILLWAY INLET-SLOPED Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 5 28 104 1764 0 1764 6 25 50 616 0 616 Totals 53 154 2380 0 2380 HARRIS REBAR, INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 667 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE005 Dwg.: 2 Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEWOOD 09126196 16:28:56 Time Reqd: FISHWAY OUTLET Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB 17 BCD � I ' 2 ABG' 17 BC Grade Item Type Qty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 1 16 4 9'-8 103 2 84 9'-6 50 3 38 4 9'-1'h 232 4 32 4 8'-8 186 5 30 4 8'-6 171 6 17 4 6'-10% 78 7 5 4 4'-7 15 8 16 4 T-10 40 9 2 20 4 SX4001 111.0 147 10 2 20 4 SX4011 10'-10 0'-8 9'-6 0'-8 145 11 17 5 4 SZ4003 T-9 T-0 T-9 2'-0 26 12 17 48 4 SX4005 4'-0 129 13 2 9 4 SX4004 T-0 0'-8 2'-4 18 14 2 9 4 SX4003 2'-10 0'-8 2'-I% 17 15 2 8 4 SX4002 2'-2 12 Maximum Bar Length:1 O Total Weight: 1369.0 Ibs Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE005 Location: Release: 667 09126196 16:28:59 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOD Dwg.No.: 2 Prep.By: TIM FISHWAY OUTLET BarMark Oty Size Length Type A B C D E 1=I R G H J K 0 SX4002 8 4 2'-2 2 0'-8 1'-6 SX4003 9 4 2'-10 2 0'-8 2'-11/4 SX4004 9 4 3'-0 2 0'-8 2'-4 SX4011 20 4 10'.10 2 0'-8 9'-6 0'-8 SX4001 20 4 11'-0 2 0'-8 9'-8 0'-8 SX4005 48 4 4'-0 17 2'-0 2'-0 SZ4003 5 4 7'-9 17 2'-0 3'-9 2'-0 HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 667 Project: MISC. RETAIL SALES Run #: MCSE005 Dwg. #: 2 Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:29:0 FISHWAY OUTLET Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 23 281 875 494 1369 Totals 23 281 875 494 1369 HARRIS REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 668 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE006 Dwg.: 2 Prep by: TIM Date Reqd: Mat.for: WALASHEK INDUSTRIALIMAPLEWOOD 09126196 16:29:03 Time Reqd: FISHWAY OUTLET-SLOPED Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB 3 BC'' - K H 17 BC I� Grade Item Type Dty Size BarMark Length A B C D E F I R G H J K 0 Ibs 60 1 3 4 9'-6 19 2 1 4 4'-2 3 3 3 1 4 SX4006 9'-2 4'- 1/4 '- 34 '-1 ' 6 4 2 2 4 SX4007d 5'-10 0'-8 T-21 8 5 17 2 4 SX4008 5'-10 3'-91/4 2'-0 8 6 2 214 SX4007c 5'-4 7 7 2 2 4 SX4007b 4'-10 0'-8 4'-1% 6 8 2 2 4 SX4007a 4'-4 0'-8 3'-7'/2 6 9 17 2 4 SX4009 4'-1 5 10 17 8 4 SX4010 4'-0 21 Maximum Bar Length:T-6 Total Weight: 89.0 Ibs Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE006 Location: Release: 668 09126196 16:29:05 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOD Dwg.No.: 2 Prep.By: TIM FISHWAY OUTLET-SLOPED BarMark Qty Size Length Type A B C D E F I R G R J K 0 SX4007a 2 4 4'-4 2 0'-8 3'-71/2 SX4007b 2 4 4'-10 2 0'-8 4'-1% SX4007c 2 4 5'-4 2 0'-8 4'-8 SX4007d 2 4 5'-10 2 0'-8 5'-2'/a SX4009 2 4 4'-1 17 2'-0% 2'-0 SX4010 8 4 4'-0 17 2'-0 2'-0 SX4008 2 4 5'.10 17 3'-9% 2'-0 SX4006 1 4 9'-2 3 4'-7'/4 4'-7% 3'-11% 2'-3% 6'-11'/4 - HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 668 Project: MISC. RETAIL SALES Run #: MCSE006 Dwg. #: 2 Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:29:0 FISHWAY OUTLET-SLOPED Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 10 25 22 67 89 Totals 10 25 22 67 89 HARRIS REBAR. INC . 401 ALEXANDER AVE. BLDG. 9326, PORT OF TACOMA, BAR LIST Contract: 12101996 Release: 669 Page: 1 Project: MISC.RETAIL SALES Run#: MCSE007 Dwg.: 2 Prep by: TIM Date Reqd: Mat.for: WALASHEK INOUSTRIALIMAPLEWOOD 09126196 16:29:09 Time Reqd: BYPASS PIPE INLET + TRIM Bid Item: ......BO Col: None Grade: 60 Notes: 2 AB ' 17 BCD' u Grade Item Type Oty Size BarMark Length A B C D E IF R G H J K 0 Ibs 60 1 6 4 20'-0 80 2 5 4 4'-7 15 3 10 4 4'-6 30 4 9 4 3'-8 22 5 17 5 4 SZ4003 T-9 2'-0 3'-9 2'-0 26 6 2 10 4 SZ4001 T-0 ' 33 7 2 5 4 �SZ4002 5'.0 0'.8 4'-3'% 17 8 2 5 4 SZ4004 T-7 - 4 9 Maximum Bar Length:20 Total Weight: 232.0 Ibs Project: MISC.RETAIL SALES Contract: 12101996 Run No.: MCSE007 Location: Release: 669 09126/96 16:29:12 Mat'I for: WALASHEK INDUSTRIALIMAPLEWOOD Dwg-No.: 2 Prep.By: TIM BYPASS PIPE INLET + TRIM BarMark Dty Size Length I Type A B C D E F I R G H J K 0 SZ4004 5 4 2'-7 2 0'-8 1'-11% SZ4001 10 4 5'-0 2 0'-8 4'-3'/z SZ4002 5 4 5'-0 2 0'-8 4'-3'/z SZ4003 5 4 7'-9 17 2'-0 3'-9 2'-0 HARRIS REBAR, INC . WEIGHTS 401 Alexander Ave. - Tacoma, Washington 98421 Contract: 12101996 Release: 669 Project: MISC. RETAIL SALES Run #: MCSE007 Dwg. #: 2 Prep by: TIM Date Reqd: Mat. For: WALASHEK INDUSTRIAL/MAPLEWOOD 09/26/96 16:29:1 BYPASS PIPE INLET + TRIM Time Reqd: WEIGHT TOTALS GRADE: 60 Size Items # of Bars Str. Bars Bent Bars Total Weight lbs lbs lbs 4 10 55 147 85 232 Totals 10 55 147 85 232 OCT- 1-96 TUE 16:23 WALASHEK FAX NO, 2066243324 P, 02 WALASHEK Ffl-c- INDUSTRIAL & MARINE sa4dIgdIa=u 3236 16th Ave. S.W., Seattle, Washington 98134.1024 (206) 624-2880 FAX (206) 624.3324 F A c S I X I L E T R A N S X I T T A L Date; To: From: ran � Regarding: Number of pages transmitted '(including this page) From FAX NUMBER (206) 624-3324 OCT- 1-96 TUE 16:23 WALASHEK FAX NO, 2066243324 Pr01 lv V •ao luz ly:of r.ix 21,16-346491V PIPE PLANT JY+� d Siroc ul4 ntedf V 117� C tS co/k 6z reU�� ;p S�✓��� I d�7s . TAeIA 2 D"Ilm RQavirements IW 11ntw6isd Conorot4 1101pe's NazE-Sob$ectiv 5 for Oasis O1 sca,lfwwo 09mdf&d by Ina-nor' Tt+e stral9V tetst reour ar, ewsts to paxlOtNo*oe Par enea► Ipu(Of ce[b uroer me Nrtla6agseaarrq rrtstlt00 rfvJ1 m aa�ar Yre 0 cad ('est 10ea esFrsaseur in pounds-ftme par linear toot per foot et a1Nefte)to pre ws,a 001.1n.MIX.��0 D•+rca0s to POQuv the 0.4t M.7aak arid v,e ul+imate bed as spea4e0 b®toa, mrltlpibd by 1%Intemel dlarrelar of Ma pile In fates CW"d to p311ILM a 0.o1•tn.qWA 1350 D•Icad to pvcm ifte tb Ile cords 2C00 _ .. wW A than p we11 C nterne! Concrete Suangln,�000 Concrete SvangN,e0C0 psi Concrete slrtalptn.6000 ps7 flutgnate0 - �-- CDtiy1ar�� W101 - CIA%dw Clamewr, wall CUaler c Eaptiwl 1h$S R!� rt+atta Elot" Try _ FWPO COMMta E1119t�1 rn tniet• Rai^loramN+l 7fdG• „�,_,� ReNfnroo �--�� Aentorw �T' Mnbroa ne wt trRWr Outa rnlurc nessm. 1pJW Outer moor° ressas. Inner Outer Mont• In. C�a Cage In. Cage Cag• , �n Cage cap ,2 1V. 9.076 2 0.070 ... �• .. ZVI 0.07• :.• 211 0.07• 3 is � a 0.07• O , 13.07 a 60/• 314 0.070 C,079 19 2 O OI6 0.0) 2•t 3Yr 0.070 0.070 21 21r. 014 0.11 2�: 0.09 r 0-�• OWN 2a 21a 0.17 0.14 >2 0.07• 0,07' a O CE 0.07° 27 VA 0.13 ... 0.16 3`/4 0.16 0 1< 41/1 0.10 0.09 Ub SC 2k• 0.19 CM 31/s 01B C.t7 ale 0.12 0.10 33 2vs C.2t 0.20 3 . 0,17 AY.r 008 0.07 0199 36 3 C.21 0.13 023 r 0.1) 0.+0 0,+0 a2 Svr 0.25 0.15 02>! a.a o.2t C-13 023 5�a 0.12 0.07 0.+3 ad s 0.32 0,19 0.36 5 0,24 0.ta 0.2t SM. 0.15 010 0,18 0.91 0.13 023 sa +'a 0.39 0,23 0.42 o.a9 a 511? 0,29 017 0.32 B1a O.e. 0.3a 039 0,20 a 0.28 o.tS o,26 Sy b 0.26 6- O.at 0.45 74. 0.3+ 4.19 0.54 6 51h 0-St7 2 .Sa 0.83 '•'61��0.24 0.:4 7i. 0.36 0.2Y 0,40 Conctele Strength.5000 psi 7 71h O.b7 0.34 0.63 au 0.62 VSC 47 76 6it 0.66 C.39 0. + yf 7 0.72 0.43 0-60 6 0.64 036 0.71 avr 0,50 0.20 0.56 CoWata Strengm,SQOo Concrmf slreflgtn.6000 PEI e0 71.a 001 049 0.00 g'n 0.59 C,41 07-7 VIVO 0.59 0.35 0,56 --- ai ! 0.13 0.5e 1.D3 9 0.76 C.66 0.8a 9VI 0.70 0 4t 01�t� 0.26 Plus El- 0.42 6pum _ 102 B'h 1.03 0.52 liner C a1 SA 0.80 05s Inw 0.36 101/• Q63 050 Vsrrr 0.33 Cltrwar Cin visr Circular P619 f4 9.60 Plus EI• 0,62 P.us El- O.Sa lipnrat Ilpdral aR ,f 106 9 1.22 0.73 Inner 0.49 10 1,06 0.66 iniw O.e3 t0a/. 0.94 0.59 inner 0.40 CN'CtilN ^,lrcJlta la Ek P:us E1 0.5b Pua 0 59 Pttw gt. 0.73 vptic lid ' • 1Z5A • 132 A ... • 138 • . : Sad • ... ... .., ... ��.`. ,. ... ����-. . • be?Aecn rOr moCiaea er spacial atsgns we 7.2 or t.Aat the pe"nit;sia,of ltte owner vlis:e t11s provii i Of SpedfrcaWn C t155,SIMI ttt m�y be intbrpoiatee Imosa fna+R1 for verolians in dameter,tOidinQ.of WO"afliri m Pip6 over Him,in 68m+taf snap nap two ci'Cu+ar C&ps a an tt'tner dr"r vrt+a one edipflcal Cags. r For tnese claual;and sizes.Eno mWmum precdeal ittaei ron!crC anent is specked.1ne aatwl utdmate swp+gtn Is greater rw tAe%nintum strength SP0601W for momferntorred Dlpa of equivalent 0iamalars In Speesttgtbn C 14, fled In Ni11ar Of tn•rdlowin;mitriners. c As on sltarfrat;ve to oeelgns requirin9 both Imar and weer crcWor urges;re re'.nloru�ant may be ppslttored and tQ l�uear u ern Ina table ttna the•oral arEn an IMtr rirt uler age plus an eT9pdCM W�0 Duch that trta ism 01 Ina gw-ka2:age eG♦mat be lass Qmn tmat aped g of the inner OiaUlar C69e plus the eluptlt;al cage"rot bill154%t71av+Lit;C&;.reG for tfe Arser op in the table. an inner and outer cage plus evedrbrt rr*U in a00?dew v 41f1 Fig.1,or Ah Inner VIC outer Cage plus en egIP6:W gaga In smirdaircm volt`g.2' 11 Ellip.'al ana Quadrant strA Must be veld in Dlaea by eteen■of f4sirt9 r00e.cn".or Q%mW possve mesrlt+T°ougncz:t tl.O entire rising werailart. r 47 an 8lterr�all'/!.eirgle cage re%tlDrrsrnanf real'of used.Tiya rik+1WW%W area If,a i,Bre N,(id'f"W foot gr I be 0.:0 for-613 and 0.20 fOr wet C. r Tn,rsaCgr+t^euu g peat tC ul.lmata t0ae"not tecloft for ens dose at pipe 00-In.or less 4 clamed prbv+deC all evilly ruquiremen[s of tn�aveeJnwtbn are,1Tat. i� 12 OCT- 1-96 TUE 15:00 WALA5HEK FAX NO, 2066243324 P. 01 WALASHEK - INDUSTRIAL & MARINE 3236 161h Ave. S.W,, Seattle, Washington 98134-1024 (206) 624.2880 FAX (206) 624-3324 F A C S I M I L E T R A N S K I T T A L Date: 0( From: f ray 1 Regarding: Number of pages transmitted '(including this page) From FAX NUMBER (206) 624-3324 OCT- 1-96 TUE 15:01 WALASHEK FAX NO. 2066243324 P. 02 S 3, --- ATM 04 qup C n TAMX 4 Design Requiretsunu for CL+i N natnfzm*d Cwlcrotn Ptpu4% Hom -See$avian S ra OASIS of aweptenar epomw tv Ira V~- TM etangth toot ropueamer+0 ti pamat faru ran in=Igo:at Alto urd:rr It,�roPod3ohrar+>g m,thoO&net be&lunar tP.n 6ioet!(IeV roae asp�ysed 1n paunda4ww par&nw fapt;of n00t e1 dtaetew t0 pD0-3 U1-01.dt!%,t1 IN 0.144d:t0 eroem Via QDt m.aaor and the LIUmLta rand e3 3padasd Mow, muaipeed by the ntimo camater of LM POO Ir bet, Now to Qv61eo 4 0-01 an.74a Z 07o 04=4 IO Pevice 1rd u1Wffi*taLde aaao Ret mli-nanl.IrOPIDar It of ON rrm WaOA� 1457B _ Wac - p y�p e�ied oohuere stnn�t,S=Pat _ C:ervetc SIMMOU,,a0D0 atI ca crate 9ueng at lh,4000 p WQWGivser 1N� arauw a - tiro►dltmakr, was fle�rr@eartenle t � nnnlOr[CmBAIa F7SDtr� Re,7tltraoneet - MehPt3w• MP ThWOSSS.� filcinaas,--�-�- Ro4tfare� Tit tllaia. in. I*rvr oular TrStte In, fnTlSr outer memo ht tf W Outer owl* Cage Cage Cage cogs Sbse cage r 72 1L' a.is ... p 0,07 ... 2'b 0.07- --. 16 13ti 016 2% O.tO 3 0.070 tQ 9 0.17 0-15 2'A 0,td aft 3V. o-W ... 0,070 21 £{r. 0.23 ... 0.21 7a OZO 0.17 VIA =V ... O,D70 ?� 2% U9 0.27 3 n2T ass D.O7 Om 0.06 2T 41% 0.23 a31 3% 031 0.25 s 1106 0.07 O•� 30 2% aze ... 0.33 N E is 029 4v. O.t19 0-07 6.10 a3 4 0.27 0.16 am 411 0.11 0.07 0,12 • 4 030 CAR sip 4:W O.74 0.00 (LIS it 41A 035 021 UP bob o,aa 0.12 0.22 4a A s OA2 0.25 o.4r VA 0.26 0.19 0.2) 64 • O a S'n a-SO 0 0.95 6Y+ 0.34 0.20 CAS CO,I NIa SVon{,11t,5=0 po 60 • 8 a39 0.36 13.69 ate 0.a1 am o•S6 68 . .. Q'h 0-69 6.41 0.77 7% 0.91 0.31 0.57 CWTC11 E sif"M.SO170 Do 0.7$ Z0.'T7=QA">8 73A 951 0137 0.FA ell 0.71 0.3 0.70 gq • Ay, a.es 0.61 0,0� 90 95 132 :.. • •For madifft dr gindal dwirs aao 7.2 pr vAth too pamrlsskm or 0te o;vnor ultra The prewWalm or$a'Gcaden C 555.9lael Arerw rtuy eo tnrarpcdatdcl twn.aan those Shown far vortpbra w dAmatf.loadno,er vwQ Uttdutao4.Plpo wer g,h to 01timeler snots rpwi tt,m ofttar esOee or rm itna do uiar Pius Ona esplcal cope. a As an Anernatlw 10 deSyns rWA"both tr'+ter aria outer CrNrd gXot the r6hmrsffmlt Mary be pr+dtirno0 aa6 Popr+Umad re elator of Cho tono,r[ng rr,p M&M In inner omVpr cego;Us an ampac4l toga Mh Orel gra area of 4a EUpde l tape Vb W rat La t4 ns fta 0ulr tAoded for Intl a"rage h 1ho We and ft tore►era& el 1N Inner dre"rage PILO the e�pr OaGo 3ha11 ttot ItI6s rrru Inu sr Dd4aG frr tl4r lmnr a;go an Ito anro• An irtner and Outar Cage plus Cu00►an1 mam in+Cmtd&nM rith rip_1.or M inM1tr RA outer cap piva on 4ptfraQ sage in ar=Vance will.r,o.2- Far wen C,in arms 24 t0 39 In_a Single d=dcr oW With an teed not)&,,N Nan tno sum cl tnn spaMed!.^star and OUIUr t7ratitar r1•tnk=Wdn1 AMM- O Dt000o1 end Ouadflht steel MUA ba acid In OM by Maism of hOtrf+rp rah.Croi-3.or 0111:r poselve+nears mvmj foul Ulu entire ms ft wer0cm 0 For V-dH dA=Qr and 1&ar,me mlrimlen p%Mk*s1041 reotlpFWdn!iS nmcycli +'r+r0f 4dga-WrN last 10 LAInn314 IOd019 net reo}kod for any r'tli3e of 4 60•In,er 145a LS Id�rMW tro ided 0 d11of fI QUleR&1L5 Or 111is FPrnSrinit a r ore Met. 7,2.1 if permined by the owner We manufecrtirer n1-y wall thickness, the concrete strength, and the area, type, request approval by the owner of modified designs Uut di."f:r pjactrdaiit, number of layers. and strength of the Mel from the dasigny in 7.1;or special designs for sir4 and loads rVirift0rltvrtt, beyond those shown in Tablt:s 1 to 3.7.1,or g mcial designs 7,2,3 The=aufaatUMT shall submit to the Owner proof of for pipe sizes that do not have steel minforcen1tnt arias the adequacy of the proposed modifod or Ueda] design, shown in Tables l to s of 7.1. Such proof may comprise the subinisdon of eerCiied three- 7?2 Such modified of sW.Jel designs shaU be'lased on edge-bearing tuts already made,which are acceptable to the rational or empirical evaluat:icas of the ultimate st magth and owner or,ff such three-edge-bearing tests are not available or cracicitrg behavior of the pipe sad sball fatty describe to Ibo UmP14--16. the manufam urer may be rtquired to perform owner any deviations from the regvirments of 7.1. ne proof tests on sites and Clam solcowd by the owner to descriptions of modified or special designs shall include the demonmie the adequacy of the propmd design- l3 OCT- 1-96 TUE 15:01 WALASNEK FAX NO. 2066243324 P. 03 v j0Z01106 TUB 13: ( C� f 4P9 C Tb TABLE 3 Oeaign R8gWrems0%1 lorsed C 2-ulo PID'a` Norc--Ss■gee lob 5 la C�+1s of 1aaeDtarea 1WVQGW by ft amv. . T1e strmtsrlt Itit r90ub-0 Is In �W1.r0S rlar favor Teel at PIA 'rldl-1 3ro Y tdde•IbEMD SW to O'hW V►t5 Slb�l7 ifWt IpaD �r86LOQ N Do rc H me&r 1=a dut a t of oe cSA tit{61 I d alrt� rL ux 0 .a4,cr mg Caaad7 t0 Lrorum Me 0.01-1n.aae¢m�]tht ur9Mafe land ss s'Oac De ll y Dab■• WCBd 10 rJwLboa a 0,01-b,.=1C 3000 04ohd to prtraram tho Wt MWO toliclr 3160 in11;raw R at pope wt Wa3A 1'r50 'JIdG -"_- Catcrzxo s r>rr am,MOO 0 n err+ caawm Syangtn.6000 Dai Ce n7ate�tn�Tt:-COCI vd_...` nsarrteterr.. GruBs + Ey; Vda7 11611hV-�nt0 Wks Wall Ae'n3aralrar+t° Eap7eel Waft Rabra0R1! T11iCt)mu. -^�--- 14dntorce- K. TTiic�rSetS. RHn� Reinkrts Th�cnt39. fa,rpf Q:IDr mpna= In. Iran Dow Morita k,. rNmr Outer Tp+t° ut liu _ ;Coll cap cage �Oa 2 COD iv+ 0.070 1 ` 2'J• 0.1a OO a 15 0.19 0.16 3 . 0.10 02a o21 61h 0.10 ... pt • 02a 3v. 0.12 007 0.13 Z4 • 9 0.3D e a 0.14 0.06 0.16 • 39 023 0- 2 a0 a ars 0�7 0�5 04& 01 023 0.11 .t 0.29 0.51 a�, 029 0.14 ass a6 • d D.So e3a fl5B 5Y. 0-35 0M o.ao a8 • 6 0.'a 6.#1 0.91 5 0. 01 0.64 � • � ... .. ... sVI 065 0�.4 0.78 CAa • • T�1. 0.00 0.59 1.10 SA p ; • • eo --- ` 168 120 125 144 • • +POr tnpQlPoO a 9pONd ow"gee 7.2 v vdlfr VW9arnriialan 01 NO O�rO►utMr�vG xovt�¢o!stx0caw C b55.&led arvS Dory is htafW&e7 Rroaa storm for YVAliDIM it Caamet .cpdnp.Or%=G Ockli�s.Ppa over 33 h.1n Orsmeter&'wg bare tao df=l try���s a�tlYl d Ihea10TvW+��� a As an ailarnath#0 to mcl9ns raquidig b00%hw aria WW prrLW Cx0na L[i 0,1f=an,w;may t o pcyraad An"t ci'euar cage o'+,s r ealP�aW armor ant I"area at"d eSptitS ripe ar,dl r o t is(gee iMn eat 6DOCdJe rbr via outer�a A ue lads end ENtarn,!eras 3 Utr0. of are inner drmtar cage plu "elp5m1 Cage ima nd be Im ftn thu M, 101(rel.'at Im z SSC-DG7D Uri iti An irnor end outer cape"gUMdr 1nR rnsn h S=rtli=titlh`5'1.Cr M rnrlef t11t0 outer C%e prua L4 allloftw eagc a aka vAM FI¢2 •am$Czi and gA1ranl 7tod mzl he boo in OW by MW3 of hapldirg 1OJ,aj,}S.a OVDr�srCn r:early thro4SWt UT nn7c cu:tra o�ersum c Fa:TaCa Uscaas arm saaC,ore FNn;MW%prec4%W smal rt mlarwrmir L stRCTed. +Tltreeodge�itr¢+9 tmt to unreia tmd is not raqulr�a for any cbr,cr p!;se gt,tn,w;uGs In Ciamew prmidoa aD CVter tagttrtrn9=o1 tins speGnmom era meL ! 1.2.4 Such pipe must meet all of the zest and performance tlticl=1, of We 10t3gitudtazl Plus I/.in.The mu1 ee 133 f requirements ypecifit d by the owner in accenian� wish sh?M be fasm-ed t0gl they to forma sinp}e CnZe. AU Section 5, sptM'sfrcssioa requirements such as II>pe,welds,fled toitraates this 7.3 Area-In this specifkatign, +hen t11e word area iL 301 Of plae:mBnt in this wall of size pipe,etc, shall apply to d=ribed b-Y adjectives,such a$Cross-secdon or angle%vii c,it moiita<j of fAtLriearing a line of reinforcemtnt. shall be unde,slood to be the crop sectional s c.a Of rtzn- 8.I_I Where one lint of circular reinforcement is u-vA it shall bent dt unit lengths thpipe. :hall W plated from 35 m SO% of the waU thichnt ss &am pe, or the irftU sarfl=of the PiPe,UMI that For"a 1bickaf'ses lem ti;?t`21.4 in.,the protective co',W Of the COrCfetle Ovcf the S. RQWorcement elrcumrcTt&1 reinforcement in>be wall of tha pipo shalt;be a/a in. 8.1 Clrctrrr'rerenrial ReiriJorconenr-A line of sircl:.re er- V.1,2 In pipe having two lines of circWAr reinfoatretit, entW reinforcement for any given tonal uea may be crsm- esch'aine shall be so placed that the vmleedve cvveriOg of posed of two layers for pipe will►Wall thicknemez of icy than core;era over the curumfcrentW rt'.laforccm=t in the wall 7 in. yr threa layers for pipe with wan thickncsms or ie.or of ilrz ripe sft 11 be t in. greater-The layers shall act be separated by more than the 1.1.3 In pipe having c!UPticFJ reinforcement with wall 14 , Sheetl MAPLEWOOD CREEK — SCHEDULE 1WK 2WK 3WK 4WK 5WK 6WK 7WK 8WK 9WK MOBILIZE,ORDER MAT,MOVE EQUIP RELOCATE MANHOLE DIVERSION PIPE, EROSION CONTROL CLEAR,GRUB SURVEY PREPARE FOR CONC STRUCTURES AND FISH STRUCT. STOCKPILE EXT. RIP RAP RMV.DAM&OLD SPILLWAY SHAPE& COMPACT UPPER CREEK BED SHAPE &COMPACT LOWER POND BED INSTALL GEOGRID LIFTS INSTALL 11 SETS GRADE INSTL.7 HVY. RIP RAP EAST BANK INSTL.Z RIP RAP INSTALL 24'— CULVERT _ HYDRO SEED& PLANT UPPER _ INSTALL BYPASS LINE IRRIGATION PIPE INSTALL LINER INSTALL SUBDRAIN PIPE INSTALL FILL OVER LINER HYDROSEED& PLANT POND REMV.TEMP DIVERSION PIPE CONSTRUCT ACCESS ROAD Page 1 CREEK BYPASS PLAN Walashek Industrial & Marine will provide a temporary bypass system for the creek in the area of construction as follows; 1 ) In general the bypass will run from just above the project, diverting the creek through a bypass pipe along the west side of the access road to down below the entire project and then back into the creek channel. 2) The the bypass pipe will be placed in a trench and covered. 3) We will tee into the bypass line at location M C 4+00 (24" culvert) to catch any run off in that area. 4) Our erosion control used during the placement of the pipe will be to trench and fill as we go in order to minimize the excavated area. We also will place hay bales as necessary to keep turbid rain water from entering the creek prior to bypassing. 5) We will place a silt fence across the creek bed just up stream from the low end of the temporary bypass to control erosion from run off in the construction area. A temporary sedimentation pond will be constructed just upstream from the silt fence. 6) After the creek is diverted back to its reconstructed bed and prior to the completion of the access road. We will remove the bypass pipe and restore the surfaces. 7) This plan will be instituted in conjunction with the erosion control plan described in the project drawings. WALASHEK INDUSTRIAL & MARINE 3236 16th Ave. S.W., Seattle, Washington 98134-1024 (206) 624-2880 FAX (206) 624-3324 9/1 1/96 Re: Maplewood Creek Sedimentation Basin Reconstruction and Improvement Gentlemen: We will be using Meriwether Leachman Associates, Inc. to accomplish the survey requirements of this project. Attached are their credentials. 5555 N. Channel Drive 5785 Plantation Rd. 595 "C" Street Building 10 Theodore,Alabama 36582-1735 Chula Vista, California 91 91 0-1 406 Portland, Oregon 97217-4367 (334) 653-6900 (619) 498-1711 (503) 285-9926 FAX (503) 285-9934 FAX (334) 653-8700 FAX (619) 498-0710 Sep712-96 08:54A Meriwather Leachman 206-483-2315 P.01 i STATE OF WASHING7tswu LIUSINESS AND PROFESSIONS DI THIS CERTIFIES THAT THE PERSON NAMED HEREON IS AUTHORIZED ALAW i ENGINEER CURPURATION REF ff t'E-RI-WL-h322J11 TINYERMAN,.:UE.L 5 MERIVETHEP LEACHIAAM ASSOC INC SURVEYORS / ENGINEERS 1 11P.U0 NE IEGTH ST BOTHELL �;A 9I1D11 v�Iwrr>o►+oRTe . arecroR 2 3�_Uy 000012 8 U7-12-68 D4-0$-97 i I WALASHEK INDUSTRIAL & MARINE 3236 16th Ave. S.W., Seattle, Washington 98134-1024 (206) 624-2880 FAX (206) 624-3324 9/11/96 Re: Maplewood Creek Sedimentation Basin Reconstruction and Improvement - Disposal sites Gentlemen: We will be using the following disposal sites for our waste products; 1 ) Rivera & Green Inc. Address: 19840 S.E. Jones Road Renton Wa. 98058 For soils, concrete, and asphalt 2) Cedar Grove Composting, Inc. Address:17825 Cedar Grove Rd. S.E. Maple Valley, Wa. 98038 For all biomass See attached for permits 5555 N. Channel Drive 5785 Plantation Rd. 595 "C" Street Building 10 Theodore,Alabama 36582-1735 Chula Vista, California 91910-1406 Portland, Oregon 97217-4367 (334) 653-6900 (619) 498-1711 (503) 285-9926 FAX (503) 285-9934 FAX (334) 653-8700 FAX (619) 498-0710 Cedar Grove 2064327043 P.03 Effective April 20, 1996 r CEDAR GROVE COMPOSTING, INC. 'RECYCLING SERVICES Acceptable Materials Disposal Fee • Yardwaste $32.50/ton * Prechipped Yard/Wood waste $26.50%on Stumps,land clearing $32.50/tou Sod $32.5011on F + Wood waste,no strapping or plastic $32,501ton :t . YARD WASTJK COLLECTION SERVICES Container services(delivery,rental and duntpiug of containers)are available through Cedar CTove on alemporary or permanent basis. Containar service is tailor-mgde to suit N •. thecustomer's needs, and provides hassle-free disposal with no downtime for staffor cquipmoat. Container customers are eligible for soil products at delivery-$ee prices. Call us at 764-1236 for additional information. :1 corponA1H OFTIQr: 54 South Dawwn Streei Seattle, WA 98134 (206) 763-2700 fax: (208) 764.12,14 _ rLANT LLCM tow 17825 Cedar Grove Rd. S.E. Maple Valley,WA 98038 (206) 432-2395 Cedar Grove 2064327043 P.02 iq �' �r9 fv bd b�l �r>A•bd b d b 4 ;�?� ,- • _ PERMIT NO. SFATTLE•KING 06ONTY B us.I.b.� I I9 o U L 176 DEPARTMENT OF PUBLIC HEALTH CEDAR GROVE C011POS FH HS-20617 �'La I GRANTED TO C•IL I LOCATION NORTH OF' CEDRR GFCiUE �•1 E»'v C-ONFOR!'1 MAILING ADDRESS C.Ot tf'OST ,r C0tINri`:-T CO �WA 98134 } FOR A PERIOD BEGINNING_s lip i AND ENDING 'i DIRECTOR OF PUBLIC HEALTH t-i yc� J— Ll y Ul'P_JECI'1 O ALL STATE IAY;S.COUNTY BOARD OP Ii=- a`�@ kLTH RVLES RND REGULATIONS,AND/OR CRY on COUNTY OnIN r:,N—rS r,�> �• PLATAINING T7rCRETO.THIS PERMIT MAY BE SUSPENDED OR REyCF<t,0 N VIOL4 10 -B,Y THE HOLDER OF ANY OF T H):OrTHESE11EGULATIONS.THISPERMITISNOTIRANSFEr-k 5UST 9EA. �1 0 1 A CONSPICUOUS PLACE.TNl„PE y EPA E f-'.II7FT IS I;DT VALID UNLESS SIGNED DY OPEFV.TOFL jt „tl ', 4,��C-��� � __ � —� .., —._, .. .. fir' • -�P.E ATOR SIGNAT R • 6:�.f�T!�tr;.r. "`�:':•:,;-i''.-T�!Y'hl��l�"�\sri.-'fi+�•;�fE�?i+'�.^",a•s':.Y�T;;4' 'i '�tr' "+a •a• - ti'!�f'> :1 �ryT•''Y_2^ ��..T1Gst„��]'f�q ec•.�5�`-�f��;:��la-Dlfpf,�)„� 1y4fr`�,IP9�•P4'nPTii;FV < ,,A � �' ' r �'AA � �''�/!°.�' .. .,.. t1e� k `� t �� � S.t e�, , �� �►w ,J ram,, � Y' ,q�� cp.1' P�ePR�I�1��,Pt`t..j �wD'� 1� #.�; ' t.`41�:S�li�'.T�(i\ft7f..YJ}AL.I�+hjw'�i'.'1.r3[:�t!d$t?��fatls?1�.9�i•:l�lfll'1P��a12°���A�G.VA�dvdtEF.�AJ_f:� \�� L',��� T { 't ;t l; P II•' , U FIBER CON GA JV ) 206 366 9794 P. 01 LOOKNU FOR A Dt Tf*1 WE HAVE ONE AVAHLE f t County, Statc and Racing A.pprovcd. � We Will Accept: � Clear, Lary Fitt i Brokcn Concrctc or Asphalt (undcr 121 Mixed, with Dirt And. Mud. i We Cannot Acccpt: i I Wood, icbris, Building Materials or any Contamitnatcd Soils or 14azatdous Materials_ ***********************PRICES PER LOAD"s******s"*a"""" { Clcan FiWC>n►CrCtc, Asphalt Mix - $27JOISolo;$55.00(T&T Mud - $50.00/Solo, $100.001'T&T All Damp Ftcs are Subjcct to 3.6% Refuse Tax ' r ALL MATERIALS MUST BE APPROVED BEFORE DUWING F Please Call Sue for More Information at (206)271-1041 Monday thru Friday - 7am W 4pm - • 4 i PJNrE A & GREEN CEDAR MOUNTAIN PIT I 19840 SE JONES ROAD i i RENTON, WA 98058 I R1-VE4d*224LT I Certified MBEIDBE #D5M 0700952 i i FIBER C.ON CA JV ) 206 369 9794 P.+ 1P�. Fat of OiPt+d Activity 1� Not {�QQ L9bf: •- • t,.�f':] i{�. _ project No Page . tip.. •�..:• ;fY' a. ,,.�,:�r,'il•? ; ;�.• ,. Oates Ieeueds ' -1:•;:.•< G R A D I N G P E R tV 1"T _ ^•r,, �. M'twww#�w-wwa as:wrwwr a�wl..,.,r�.4..�.e���rr«rrw,w ............. ,•��e , i .Pearmit Typp' i GRADING PERMIT RENEWAL Type Code: G-EXTEND i ,, J�M/I lt4�wM1i1�*A*�/1�f w.011 N..R..M.Igal<�ai Rltlww�T.hwMW/YMRuanns�www,t t.�wrws.r,wwP�wrk rrr rr��l,1 . Tit 1e� :.' '! .'• 't GRADING PERMIT 41319-E5.7 11 SOULEUARD EXCAVATING ,. I F�ap�t A��° '.s:•it•::1b00p $p JDtSf_5 RD': �{�. . 1 . • . S �,.(yy(y�.,' Via. ,� ,,..c..<,;• Poyroo l : 292306-9009 STR;: :N! NW,29-23-Ob . . Jack$ Plot.' Y1f$F,l/•i.' /,•IN,1.:'t'`1.',lra\ t •f J, +�����T'..•T.,q'1, ,-'�1r__,c_---..--------------- --------------_ -------w•.•--r�-r�.._uu..--www�-, pPl ior'n.t" .`:•� .'RIUERA & GREEN, 111C. Phone number: 206-271-10a1 A'P• l�Ac�cJlr.gn ,•t .19840 S.E. JONES RD. ,p.,,, ;... . ^•' :,'•' RENTON, WA 98058 !QTHJ�R •'i,NFPRMAT 1 DN s t Total - Sites Areas 56 aaras , . Tat*l Volume Disturbed: 500000 yards . Val. Fill/Exc. in 12 Mos: 100000 yerda Non-•Rehmbil itated area: 10 ecras Rehabilitated areas 2 acres -Associated Permits: ' ' •Mif Mit#t}wef.�!Y�f►Yw YY YY YY Yw1lYYYRRR1fRRYM CONTACT ItYYJif:lYxx A'lliifxRYRR1F I+Y#Rww Ms«>,etp wM N..'. '1 Pleads refer to the above "Project Number" when making inquiries regarding this •bp!�licotign. • For inquiries call 296-6610. FOR INSPECTIONS CALL 296-6610. Y 7IYYYAIIYwYYll lfw*Yit* 4qY#MYfl 11 lF 11MM CERTIFICATION *** *YYwra###n k�+tY Y�AYsxNxw+rww+� s •-I have read the attached conditions. of approval and understand that failure to comply with All conditions set forth herain shall neceSsi.tate an immediate work ' a until ouch time as compliance with the stipulated cnr�ditiona is at- t��pppqainod. Failure to comply with, or repeatod via tatidna of permit conditiona, ! may result in permik suapanaion and/or revocation as provided for in K.C.C. Titlo'2�. The granting of this permit shall not be conatruad as Y�Atinfyit'$g the psqu'irempntb of ether Federal , State or local government permits or authoriza- tiona. Thep operation to be undertaken through this grading Par mit shall be+ con- 090tod.:in betordaneg with the oonditions contained herain and *halt generally � • i:ompl it N. the,,.p oviaions ,pf K.C.C. 16.28 and other applicable 'o dinancns. ------------ 77 !0snature ()at,es SEP-12-1996 06:06 FROM TO P.01 uutAO®+.c.a.ar.np�1,0*NW YOU n((l-WM•tsw0aaoa,ol•sooatnto A. R. M. CONSTRUCTION 2615 S.W. 151st Pl. SEATTLE, WA 98166 vn76 �� O• Phone 360 825-9603 9 12 96 Fax -Phene 246-7855 AlTr"T-9" R[, TO Frank Hoashanai Basins W�IAczhplr Tnrintitrial a,nd Marine 3236 16 th Ave. S. W. Seattle, Washington 98134 WE ARE SENDING YOU };� Attached ❑ Under separate cover via ehe following items: ❑ Shop drawings ❑ Prints . ❑ Plans D Samples ❑ Specifications ❑ Copy of letter 0 Change order D COvrH$ BATE NO. DMRIFT10111 THESE ARE TRANSMITTED as checked below: IN For approval © Approved as submitted 0 Resubmit copies for approval 0 For your use D Approved as noted 0 Submit copies for distribution O As requested ©.Returned for corrections 0 Return cormcted prints CI For review and Comment 0 _ ❑ FOR BIDS DUE 19 12 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO 1• (�,y I l`V TZ.C,�y SIGNED: 4•w PKIWO" 19W►s,e.6,s—owl If eadosures are not as noted,kindly notify us or mos. SEP-12-1996 06:07 FROM TO P.02 STONEWAY C O N C R E T E CONCRETE MIX DESIGN MIX ID 5053 [ a 4000 h6I 09/10/96 CONTRACTOR : ARM construction PROJECT : Maplewood Golf Course SOURCE OF CONCRETES Stoneway Concrote CONST=CTION TYPE Settling Basins WEIGHTS PER CUBIC YARD (S.ATU.RATRD, SURFACE-DRY) YIELD; Cif FT Ashgrove Tne 11, LB 470 2.39 Flyash, L8 85 0.61 Concrate Sand, LB 1400 8.07 7/8„, LB l211 ( 25.3) 13.30 wATL'It, Ls (cam,-us) TOTAL AIR, 5.0 +/- 1.0 1.36 TOTAL 27.23 Type A Water Reducer 5px.f/100cwt., OZ 27.75 ' Daravair .7508./100; t. , 0z-US 4.2 WATER/CBMWT RATIO, LBS/LB 0.38 SLUMP, IN 4.00 CONCRETE UNIT WRIGHT, PCF 151.5 PREPARED BY _ Michael Gardner S E A T 7 L E R E 40 71 O N T U K W I l A TOTAL P.02 SEP-12-1996 10: 1e H.D. FOWLER 206 644 4634 P.01 ff. A Fowler Company 13440 SE 30th Street Bellevue, VGA 08005 (206) 746-8400 (206) 641-8885 Fax (800) 487-5200 Toll Free CAROL RA INES Sales Coordinator Direct Line 746-8404 Ext. 330 Date q 11;--1v- T.: FA14N k ! A L,� . y l 1 r► ��STt L� /�.4 r,�t=~ Fax 33.:� N This fax should be a total of 31 pages,including this page. Please let us know if you do not receive all pages. 1 Atl IFfA- L.. QN �ALc�a�o SEP-12-1996 10:19 H.D. FOWLER 206 644 4634 P.02 H. 1). FOWLER COMPANY September 12, 1996 13440 S. E. 30TH STREET POST OFFICE Box 16o B5LLEVUE, WASH. 9804!p Letter of Transmittal PHONE 12 0 6> 7 4 6-8 4 a() FAX NO. I206> 641-aS$ To: Walashek Industrial & Marine 3236 - 16th Avenue S.W. Seattle, Washington 98134 Attention: Frank Reference; Maplewood Creek Renton, Washington We are sending for your approval the following Submittals: Copies Description ----- 7 Waterman Model G-20f Canal Gate - Bid Item #15 -- 7 Waterman Model C--20f Canal Gate - Bid Item 032 7 Waterman Model C-20f Canal Gate -- Bid Item #33 7 Pacific Western PVC Perforated Schedule So Pipe 7 Contech Corrugated Steel Pipe 7 Hancor Hi-Q Sure-Lok Pipe 7 Spears PVC Schedule 80 Fittings 7 Link-Seal 7 Fog-Tite Type 1 Catch Basin 7 Olympic Foundry Frame & Grate 7 Mirafi 10OX Silt Fence Fabric 7 Mirafi 140N Drainage Fabric We have requested submittal information on the Fabricated steel Wall Sleeves, and we will forward this on to you as soon as we receive it. A copy of the approved submittal, including the "H" Dimension on each Waterman Canal Gate needs to be Sent to us before we can place the order with the Manufacturer. If the enclosures are not exactly as noted and satisfactory for your purpose$, please notify me immediately. Sincerely, 1I Tim Heart' PUMPS SEWERAGE WATERWORKS TURF IRRIGATION, 206 644 4634 P-07 SEP-12-1996 10:22 H.D. FOWLER 7 --1 1. It CANAL GRATE ' i 7-7 ODEI[� The Waterman Model C-20 Canal Gate is made to fit the needs for a moderate pressure Cut-off where both moderate ating pressures are encountered, seating and low unseStallation in Treatment Plants, Flood Typical uses include in t Control Projects, irrigation Canals and Diversion Stands. f i J Flatback gates for headwall mounting or spigot back models for attaching to corrugated metal pipe are available. The cover, arch, frame ring, adjustable wedges, and hand- wheel are made of cast iron.The lift nut is cast bronze and utilizes rugged acme type threads.The steel stem is secured to the cover by an easily removable pin to permit removing for maintenance. This feature also allows the user to stock standard frame length gates and provide field installation of rising stem extensions,where this is desirable. Standard accessories, galvanizing, and bronze seats and stems are available. i Flatback flanges with 25-lb.or 125-lb-ANSI standard drilling available on special order, but bolt holes must be located on vertical center line. See price list for sizes available. Write for custom requirements. 47 *Seating Head (See Table on page 15) * 10-foot Unseated Head e Rugged Cast Bronze Lift Nut & Cast Iron Seats, standard * Rising Stems 0 Adjustable Side Wedges e Stainless Steel Guide Rails and Stem, optional * Bronze Seats, optional e 25-1b. and 125-lb. ANSI drilling, optional ft 3c U 0 INDUSTRIES,INC. O 14. SEP-12-1996 10:23 H.D. FOWLER 206 644 4634 P.08 CANAL GATE JAMM I If I ! New Recommended Maximum Seating Heads* �, 51- 3"-12" 35 Feet �F,D_ Ca 9 14"-1 W 32 Feet 20"-24" 26 Feet s 30"-42" 20 Feet a ram+ 11 S 1 r-IZ 7 •'yf ~ ~ 19 ' These recommendations are based upon ` �„ • recent design studies and modifications of I this valve and upon years of installation � . evaluations. 1 i Note—Recommended maximum unseating ' I I f I I I I I head is 10 feet. PARTS LIST fNo. Name Qty. No. Name i 1 FRAME 1 12 WEDGE NUT 4 I 2 G4vER 1 73 ARCH SOLT 1 3 WEDGE R&L 2 14 ARCH NUT 1 4 ARCH 1 15 FRAME BOLT 4 5 GUIDE RAIL R&L) 2 16 FRAME NUT 4 I 8 HEAD RAIL 1 17 COLLAR BOLT 2 7 STEM 1 18 DOLLAR NUT 2 8 HANDWHEEL 1 10 STEM BOLT&NUT 1 I 9 1 THRUST COLLAR 1 20 STOP BOLT&NUT 2 10 LIFT NUT 1 21 LIMIT NUT W/sET 1 11 WEDGE BOLT 4 SCREW(OPTIONAL) i ! 1 ! � II i f i II Q INDUSTRIES,INC. a� SEP-12-1996 10:23 H.D. FOWLER 206 644 4634 P.09 g I D trEri j�3-o- NOTES: NGE 2 L U RIID T D4 SA A BEAR-J la APPLIES TO SPIGOT BACK GATE ONLY,On ONAl_SPIGOT, ° 0 t _ SHOWN IN PPIANTOM. I-I{MIfV) ~` tQ To OR3, DRI125 H ING P PE LANGR MOIE NG AVAIL 25 (>� z ABLE FOR ALL GAM EXCEPT 15" O F BOLT HOLE LOCATIONE ORIE:N- I 7ATION MUST SE VERTICAL 2U U — - U BOLT DIA N NTER tN SIZES 14"AND PRQJ =V.a '/8"[D ID IS STANDARD ON a _ ° ALL SIZES UNLESS STRADDLE CENTER DRILLING SPECIFIED. AS STOP BOLT - ® ADD GROUT PAD THICKNESS TO JOo c P ANCHOR BOLT PROJECTION. REQ'D 30 �M PARTS LIST No. Name 1 FRAME 2 COVER I A 3 WEDGE RIGHT R LEFT —-- 4 WEDGE BOLTS I 5 ARCH j 6 GUIDE RAIL B/2 j ' Q 2a 7 HEAD RAIL II 8 STEM L (D 9 HANDWHEEL 10 STEM BOLT 30, 30 Q L� R 2 11 ARCH BOLT s NUT D 12 LIFT NUT C ~- BOLT DIA - N 13 ATCH HOW, BO PROJ = T ± Va"® E14 LIMIT NUT(OanpNAL1 PLGS. EQ. SPACED LIFT COLLAR IVoT� • 0lN7~AA, -r-_A, Ta )Cul'N1Sl1 "H gutt� 0 A B C D E E G H J L M N P Q R T U V 8 i 3Yz 13'/a 57/a Ys 3Ih 12 24 27/s 11°/,e 1/z 2'/a 9 3/1a i 1/x 53/m 33/4 10 16 i 41/x 6 %s 31/z i 2 24 2Y8 5/a 14 1/2 21/s 11 3/e 11/x $5116 33/4 w 12 19 17'/z B'1,6 %s 3'/2 12 $0 2%s SA 161/4 '/z 2'/4 13 3/a 11/2 7/2 33/ = 14 21 19'/a 63/a Ye 3% 12 32 27/8 5/a 187/s 1/2 2'/ 15 3A 11/z t�'/� 3'fx U z 15 221h 203/a 6s/a '/e 33/e 12 32 2%a �/a 20 '/2 2'/4 16 7/,s 1 Y2 9 3'/2 cn 16 231h 21'/a 7'/a %a 35/a 12 32 2%a 5A 21 '/a 2'/4 17 3/e 1'/z 991,s 33/<z 18 25 24 8y/s 1'/a 4% 15 36 4 %a 23 % 21/4 19 3/e 2 7 0'/e 41/z 20 271/z 26 $9/a 1'/s 43/a 15 42 4 %a 25'/s 5/a 2'/4 21 3/a 2 E 0 21 281/a 263/a 9 11/a 41/2 15 42 4 % 263/4 5A 21A 22 3/a 2LIJ i 21/e 43/a 24 32 30'/4 93/a 1'/s 4Ya 15 48 4 Ys 30 'A 21/4 25 3/s 2 137a 4Y2 a 3 61/2 10 1 Y2 53/a 18 60 41/2 1 371/2 3/4 21/4 31 1 3/4 17 43/4 36 46 42'/2 12 1'/2 41/2 18 70 4'/2 1 431/z 3/4 2'/ 37 Yz 2 20 41/2 42 53 493/4 131/2 1'/2 SS/a 24 84 6 11/e 49'/x 3/ 2'h 43 5/a 21/4 233/s 53/4 MODEL G-20f C-20sb CANAL GATE fl nO SCALE CATALOG DwG, NO. REVISION NO, T iNbUSTRIE$,INC, NONE M-16 3 NOTE;FOR PRELIMINARY DESIGN PURPOSES ONLY DO NOT USE FOR INSTALLATION /[T� 16. UNLESS PART OF CERTIFIED&APPRnVt:n IP.AAiTYn� I I1 SEP-12-1996 10:25 H.D. FOULER 206 644 4634 P. 11 - TypicalSpecifications.. ,� yp Ae For Waterman Model C-20 Canal Cate The canal gates shall be Waterman Mode; C-20 or approved equal. General The gates shall be self-contained with yoke and bench stand operators;self-contained with either non-rising stem extension (NRE) or rising stem extensions (RSE);or gates with minimum height frames and separate stem guides and operators, in accordance with requirements of these specifications- Specific gate design and configuration shall be noted in gate schedule or as shown on plans. Frame and Cover(Slide) The frame and cover(slide) shall be cast iron with machined seating faces-The frame shall b fiatback r spigotback special mounting configuration as specified. Grooves shall be cast on the vertical side.,of the cover to match guide angles.The cover steal! be of domed design to withstand a maximum seating head of 20 feet or unseating head of 10 feet. The guide rails and head rails shall be minimum%-inch thick steel,designed and built to withstand the total thrust of the gate slide due to water pressure and wedge action. There shall be one adjustable cast iron w,,dge per side, located on the horizontal centerline of the gate. A heavy cast iron arch shall be provided and bolted to the slide-The ends of the arch shall contain integrally cast wedges, which shall wedge in beneath the other half of the wedge system, attached to the guide rails with two bolts-The wedges shall have smooth bearing surfaces and shall be adjustable to insure effective contact between gate seating surfaces- Stem The stem shall be cold finished steel of suitable length and ample strength for the intended service.The stem diameter shall be capable of withstanding twice the rated output of the operator at 40 pound pull,and shall be supported such that the L/r ratio for the unsupported part of the stem shall not exceed 2o0. When rising stem extension is used,the stem extension shall be supported with clamp type (Type SK)stem guides such that a rigid installation shall be provided. Collars (of the same material as the stem) shall be attached to the stem to reduce clearance between the pipe 1.D.and the stem,and shall be spaced so that the I_/r ratio of the stem does not exceed 200. Operators Manual) operated lifting mechanisms shall be indicated on the plan drawings or in the gate schedule, an wheel ype lifts shall have threaded bronze lift nut to match stem.Threads shall be machine cut,acme type, and right hand. An arrow shall be cast on the handwheel to indicate the direction of rotation to open the gate.A maximum effort of 40 pounds shall be required to operate the gate after it is unseated, based on the maximum specified operating head. Material rame, Cover(slide), Handwheel-Cast Iron-ASTM A-126,Class B Rails and Yoke-Painted Structural Steel-AM A-36, galy. per ASTM-A-123. Stem- Leaded cold rolled steel-ASTM A-i08,Type 12414 Lift Nut- Bronze-ASTM B-584,Alloy 836 or 865 Assembly Hardware and Fasteners-Galvanized per ASTM A-153 Paint- Manufacturer's Standard Optional Items Include; Bronze Seating Surfaces Type 304 Stainless Steel Rails and Yokes Stainless Steel (Type 304 or 316) or Brass€tems Stainless Steel Assembly Hardware Structural Steel Pipe (w/cast iron brackets) NRE&RSE Stem Extensions Total Galvanizing per ASTM-A-123 (Frame, Cover, Rails, Gift,etc.) Special Paint Finish;Coal Tar Epoxy, Polyamide Epoxy,etc. o INDUSTRIES,INC. SEP-12-1996 10:26 H.D. FOWLER 206 644 4634 P.12 L NA►L GATE l l i The Waterman Model C'-20 Canal Gate is made to fit the PD1 needs for a moderate pressure cut-off where both moderate t seating and low unseating pressures are encountered I Typical uses include installation in Treatment Plants, Flood Ago.li"-.7- Control Projects, Irrigation Canals and Diversion Stands- 1 Flatback gates for headwall mounting or spigot back models for attaching to corrugated metal pipe are available. The cover,frame ring, adjustable wedges, arch, and hand- wheel are made of cast iron.The lift nut is cast bronze and i i i I utilizes rugged acme type threads.The steel stem is secured to the cover by an easily removable pin to permit removing for maintenance. This feature also allows the user to stock standard frame length gates and provide field installation of rising stem extensions,where this is desirable. Standard accessories, galvanizing, and bronze seats and stems are available. Flatback flanges with 25-lb.or 125-lb.ANSI standard drilling available on special order, but bolt holes must be located on vertical center line. See price list for sizes available. Write for custom requirements. I f i� ! --T *Seating Head (See Table on page 15) • 10-foot Unseated Head • Rugged Cast Bronze Lift Nut • Cast Iron Seats, standard • Rising Stems * Adjustable Side Wedges i T • Stainless Steel Guide Rails and Stem, I I I —T optional • Bronze Seats, optional • 25-lb. and 125-lb. ANSI drilling, optional li II .......... - I -J K octet, -- 0 I J------I lift INDUSTRIES,INC. TOTAL P.12 SEP-12-1996 10:28 H.D. FOWLER 206 644 4634 P.01 CANAL GATE I f I 1 IAIL . I I1 f I New Recommended Maximum Seating Heads* 1 4Y� 8"_121, 35 Feet 1411-18" 32 Feet 0-- 6 I 20"-24" 26 Feet 1 30"-42" 20 Feet I .r o > > t la i 13 1 " These recommendations are teased upon recent design studies and modifications of I this valve and upon years of installation �--; -� }, evaluations. (-- Note--Recommended maximum unseating 1 I l I 1 1 1 1 l l head Is 10 feet. I PARTS LIST {r--�- No. Name Q# . No. Name Qt . �-^- 1 FRAME 1 12 WEDGE NUT 4 2 COVER 1 13 ARCH BOLT 1 3 WEDGE ASL 2 14 ARCH NUT 1 4 ARCH 1 1$ FRAME BOLT It ! i 5 GUIDE RAIL(R&L) 2 16 FRAME NUT •t I 6 HEAD RAIL 1 17 COLLAR BOLT 2 7 STEM 1 18 COLLAR NUT 2 $ HANDWHEEL 1 19 STEM BOLT&NUT 1 Li 9 7HRV$T COLLAR 1 20 STOP BOLT&NUT 2 i =� 10 LIFT NUT 1 21 LIMIT NUT W/SET 1 11 WEDGE BOLT j 4 SCREW(OPTIONAL{ 0 i t ► I i i { +J4 i I I I i f i 1 1 1 I 10 H1 e i INDUSTRIES,INC. I SEP-12-1996 10:29 H.D. FOWLER 206 644 4634 P.02 32 G I4 ' NOTES: TYPE 2 LUBRICATED BALL BEAR- ING LIFT USED ON 42"GATE, J 13 a APPLIES TO SPIGOT HACK GATE ONLY.OPTIONAL SPIGOT, Q _ SHOWN IN PHANTOM. s 3, DRILLING FOR MOUNTING TO 25 H(MIN.) _ _ d OR 125 LB.PIPE FLANGE AVAIL- - ABLE FOR ALL GATES$xCEPT 1S" G &21",DUE TO GATE DESIGN, F BOLT H1OLE LOCATION(ORIEN- U 11 BOLT DIA = N _ C!R L%SIZES 11T BE 4 VERTICAL =V± f/8�®! LL A D IS STANDARD ON _ ALL SIZES UNLESS STRADDLE CENTER DRILLING SPECIFIED, A� gyp° STOP BOLT [] ADO GROUT PAD THICKNESS TO 30o ANCHOR BOLT PROJECTION. c ��M REQ'D Q� PARTS LIST I No. Name to 1 FRAME 2 COVER A 3 WEDGE FLIGHT&LEFT II iJ 4 WEDGE BOLTS 5 ARCH + I I 6 GUIDE RAIL 6/2 I I ® ` Q 2� 7 HEAD RAIL e STEM 9 HANDWHEEL 10 STEM BOLT 3d° 3p� O L R 2 11 ARCH BOLT&NUT D 12 LIFT NUT C BOLT DIA = N 13 ATCH HDW, BO PROJ = T -F 1/6" 41 14 LIMIT NUT tOFTICNAL. 6 PLC& E6 SPACED 15 LIFT COLLAR o C : C4aN'77AAe--r—,�L 7P Fkk lAN!SN "H.I pjmE-1v '1�nl 2 2Q aTE M:E A B I C D E F G H J L M N P Q R T U V 8 131/2 131A 57/8 %a 31/s 12 24 2Vs $/a 11 s/1 a '/2 21A 9 5/16 1'1z 59/1 s 33/4 -- 10 16 141/2 6 78 3'/2 12 24 2% 5/s 14 1/2 21/4 11 3A 11/2 65/n 33/ w 12 19 171h C1/1 s '/a 31/z 12 30 2$ 5/8 161/a 1/z 2'/4 13 3/81'/z 71/z 331E z 14 21 1911E 63/s Vo 3Vs 12 32 2%a % I W/o 1/2 21/4 15 3A 1112 81/a 31/z tJ z 15 221/z 205/a 63/4 7/s 33A 12 32 2%a % 20 '/z 2'/4 16 7/16 11/2 9 3'/2 0 16 231/2 211/s 71/8 1 Ma 3% 12 32 278 % 21 1/2 21/4 1 17 J/s 11/2 95'/1e 33/4 z O 18 25 24 81/s 11/s 431E 15 36 1 4 %a 23 % 21/4 19 a/a 2 107/a 41/2 co G 20 271/2 26 83/4 1 1/8 4�s 15 42 4 7/8 231/$ 5� 21/4 21 3/$ 2 1 1 3/ 41/2 21 281/e 263/4 9 1 1% 4112 15 42 4 M8 26314 S/8 2'14 22 3A 2 12'1a 43/4 d H 24 32 301/4 9% 11/4 4'/4 15 48 4 >/$ 30 sfe 21fi 2$ 3ve 2 131s 41� 0 30 39% 36'/2 10 11/s 53/s 18 60 41/2 1 371/2 3/4 21A 31 1/2 13A 17 43/ 36 46 421/2 12 11/2 41/2 18 70 41/2 1 431/s 3/4 2% 37 1/2 2 20 4'A ID 42 53 493/4 13%1 1'/2 55/e 24 84 6 11/8 49'/1 3/ 21/2 43 5/8 21/4 23 8 53/4 MODEL C-2Df C-20sb CANAL GATE a O SCALE CATALOG DWG. NO, REVISION NO, (NDLlSTRIES,INC. NONE M-16 3 0 NOTE:FOR PRELIMINARY DESIGN PURPOSES ONLY DO NOT USE FOR INSTALLATION ( 30 16. UNLESS PART OF r.I:RTl91An A ADDDn%irn r„e..,T.., SEP-12-1996 10:31 H.T. FOWLER 206 644 4634 P.05 a Data Sheet: Streamline° Solvent Weld PiP a-IPS Size lPS Pressure Rated PVC 1120 August 1985 Streamline Schedule 40 Conforms to:ASTM D1785, 01784 cell class 12454•A or 8 Nominal Minimum Approx Max_ Approx. Pipe Outside Inside Wall Weight Working Pressure Crate Crate List Price Size Diameter Diameter Thickness Per 100' (P,S.I) OUantilies Weight Per 100' 1/z .640 .622 .109 16.4 500 10.000 1624 S 1/4. 1.050 .824 .113 21.8 480 8100 1766 $ 1. 1.315 1.049 .133 32.3 450 6300 2035 $ 11/4' 1.660 1.380 .140 43.8 370 3920 1717 $ 1112• 1,900 1.610 .145 $2.3 330 3020 1579 $ 2' 2,375 2,067 .154 70.3 280 2100 1476 S 21h' 2.875 2.469 .203 111.5 300 1450 1628 $ 3• 3.500 3.068 .216 145.0 260 1500 2187 $ 4• 4.500 4,026 .237 207.7 220 960 1994 $ 6 6,625 6.065 ,280 365.3 180 360 1315 $ 8 8.625 7,951 .332 56611 160 300 1698 $ 10 10.750 10,020 .365 775.0 140 $ _ 12 12,750 11.938 .406 1030,0 130 -- $ �S�treamfine l 1APM0 arcemance.Schedule SO Conforms 10'ASTM 01785. Di 784 Cell Class 12454-A or 8 Nominal Minimum Approx.Wt. Max. Pipe Outside Inside Wdu Weight Working Pressure List Price Size Diameter Diameter Thickness Per 100' PS.I, Per 100' 1/2 .840 .546 .147 20.6 850 $ e/4 1,050 -742 .154 28.0 690 $ 1 1.315 .957 .179 41.3 630 $ 1114 1.660 1,278 .191 57-1 520 $ 114 1.900 1.500 200 $9.2 470 $ 2 2.375 1.939 .218 95.8 400 5 21/2 2,875 2.323 .276 146.0 420 $ 3 3.500 21900 .300 1 g6-0 370 $ 4 4.500 3,826 ,337 286,0 320 S 6 6.625 5.761 .432 546.0 280 $ 8 8.625 7.625 .500 830.0 250 $ 10 10.750 9.564 .593 1230.0 230 $ 12 12,750 11.376 .687 1690.0 230 $ General Notes: 1-All pipe NSF listed. �Y 2. Sch 40-Bell End'h-8;' PE•10"& 12" 3,Sch SO-Plain End-Gray Color•Sch 40 10"8 12" F"AA7 V4 '�c AASH-c Al-.R?e 4. All orders subiect to final acceptance at Eugene office. Pbrforations: Perforations are arranged in four rows on 3 inch centers. Hole sizes are 3�4" to 3/a" diameter. This pattern provides the optimum filter medium for infiltration. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O.Box 10049• Eugene,Oregon 97440 2220 Nugget Way, Eugene,Oregon 97403 503/747-4255 Telex No. 151040 PWPiPE Reorder N6.652&85 SEP-12-1996 10:31 H.D. FOWLER 206 644 4634 P.06 T he CONTECH Family of Corruow!% e� l' Steel Pipe Introduction A pioneering tradition Two basic shapes This catalog presents the wide range It has been more than 75 years since Full-round pipe is suitable for most of pipe designs, materials, coatings Armco first began producing corru• typical applications.However,CONTECH and linings available from CONTECH gated steel pipe. During that time, also produces a pipe-arch for use with CONSTRUCTION PRODUCTS INC-, Armco earned a reputation as the limited headroom conditions. The low, formerly Armco Construction Products, world's leader in pipe design and intro- wide pipe-arch design distributes the as well as accepted design details. vation. Many steel pipe configurations, area horizontally to provide adequate It should serve as a valuable refer- coatings and linings which are now capacity without lowering grade, ence for engineers, contractors and industry standards were Conceived and The pipe-arch design is also efCi- owners. developed by Armco Construction cient where fast, unrestricted runoff is For additional information, call your Products,now CONTECH CONSTRUC- required. It functions more effectively local CONTECH Sales Engineer, or TION PRODUCTS INC. at low water levels than round pipe. write to CONTECH CONSTRUCTION No other type of drainage structure PRODUCTS INC., P.Q. Box 800, offers the range of structural strength Middletown, Ohio 45042. available with corrugated steel. Corru• gated steel pipe can perform where =' rigid pipe fails. Corrugated steel pipe transfers live and dead loads to the surrounding soil envelope, Creating composite steel/soil interaction. Loads are distributed uniformly around the entire circum- ference of round pipe—the unit ' pressure at the top and bottom being as little as one-third that on a rigid pipe under identical loading condi- tions. This composite action provides an economical, structurally sound approach to pipe design. That's why engineers and contrac- tors from coast to coast have relied on x CONTECH Corrugated Steel Pipe for culverts, small bridges, conduits, storm ' and sanitary sewers. SEP-12-1996 10.32 H.D. FOWLER 206 644 4634 P.07 Approximate Weight(Foot CONTECH Corrugated Steel Pipe (Estimated Average Weights--Not for Specification U ) 3"x I"or 5"x 1"Corrugation CALVAnat-4-r-D 54 !0- 4 50 66 84 13$ 197 12 0.052 8 10 13 9 61 77 95 149 2072 1S - 09 83 1p0 118 17I 226 0.079 12 I4 17 0.13$ I06 123 140 194 245 0.168 129 146 163 217 264 15 0.064 10 13 16 26 60 0.064 55 73 93 153 218 0.079 12 15 21 2$ 0.079 67 86 105 165 229 0.079 15 1$ 21 31 0.109 92 110 130 190 251 18 0.052 12 16 19 31 0.138 118 136 156 216 272 0.064 15 19 22 34 0-168 143 161 181 241 293 0.079 18 22 25 37 66 0.064 60 80 102 168 240 21 0.052 14 18 23 36 0.079 74 94 116 181 252 0.064 17 21 26 39 0,109 101 121 143 208 276 0.079 21 25 30 43 0.138 129 149 171 236 299 24QM2 15 20 26 41 0.168 157 177 199 264 1 322 19 24 30 45 65 72 0.064 66 88 111 183 262 79 24 29 35 50 69 0.079 81 102 126 197 275 0.109 33 1 38 44 1 59 77 0.109 110 132 156 227 301 30 0.052 20 26 32 51 0.138 140 162 186 257 326 0.064 24 30 36 55 82 0.168 171 193 217 288 351 0.079 30 36 42 60 87 78 0.064 71 95 121 198 0.109 41 47 53 72 96 0.079 87 Ill 137 214 298 36 0.052 24 31 39 50 0.109 119 143 169 246 326 0.064 29 36 44 65 98 0.138 152 176 202 279 353 0-079 36 43 51 75 104 0-168 185 209 1 235 312 380 0.109 49 56 64 90 116 84 0.064 77 102 130 213 0.138 62 69 77 100 127 0.079 94 119 147 230 321 42 0-052 28 36 45 71 01109 128 154 182 264 351 0.064 34 42 51 77 114 0.138 164 189 217 300 379 0.079 42 50 59 85 121 1 0.168 199 224 253 1 335 409 0.109 57 65 74 100 135 90 0-064 82 I09 140 228 0.138 72 80 89 11$ 149 0.079 100 127 158 246 48 0.064 38 48 57 85 138 0.109 137 164 195 2$3 376 0.079 48 58 67 95 138 0.138 175 202 233 321 406 0.109 65 75 84 112 154 0.168 213 240 1 271 359 1 438 0.138 82 92 101 129 170 96 0.064 87 116 149 242 0.168 100 110 119 147 186 0.079 107 136 169 262 54 0.079 54 65 76 105 156 0-109 147 176 209 302 401 0.109 73 84 95 124 173 0.138 188 217 250 343 433 0.138 92 103 114 143 191 1 0.168 228 257 290 383 467 0.168 112 123 134 163 209 102 0.064 93 124 158 258 60 0.109 81 92 1q6 140 192 0-079 114 145 179 279 0-138 103 114 1208 162 212 0.109 155 186 220 320 426 0.168 124 135 149 183 232 0.138 198 229 263 363 460 66 0.109 89 101 117 160 211 0.168 241 272 306 406 496 0.138 113 125 141 180 233 108 0.079 120 153 I88 295 0-168 137 149 165 210 255 0.109 165 198 233 340 72 0-138 123 137 154 210 254 0.138 211 244 279 386 487 0-168 149 163 180 236 278 0.168 256 289 324 431 525 78 0.168 161 177 194 1 260 302 114 0-079 127 162 199 312 0.109 174 209 296 359 84 0.168 173 190 208 270 325 0.138 222 257 294 407 514 90 0.168 186 204 224 289 348 0.168 271 306 343 456 554 96 0.168 198 217 239 309 371 120 0.109 183 220 259 378 0.138 234 271 310 429 541 0.168 284 321 360 479 583 126 0.138 247 285 326 452 132 0.138 259 299 342 474 0.168 314 354 397 529 138 0.138 270 312 357 495 0.168 1 328 370 415 1 553 144 0.168 1 344 1 388 435 1 579 ; SEP-12-1996 10:33 H.D. FOWLER 206 644 4634 P.03 Materials Pipe and pipe-arch are fabricated from three materials vanized steel for normal applications,Armco _l - ALUMINIZED STEEL Type 2 and -- ^ FIBER-BONDED Steel for increased ^r durability. Galvanized structures are producedfrom pregalvanized steel"The continuous hot-dip zinc coating is applied under rigorous quality control standards. Armco ALUMINIZED STEEL Type 2 is available as corrugated steel pipe and r pipe-arch.This coating significantly { i enhances the pipes durability while retaining the inherent benefits of cor- rugated steel pipe for use in municipal storm sewers or other drainage projects. ` The pipe is fabricated from steel �` J coils which have been hot-dip coated HEL-COR CL(concrete-lined)elbow with ! in commercially pure aluminum, manhole is lowered into place- More than SO years of field testing The asphalt coating can be added to have proven that ALUMINIZED corrugated steel pipe for additional STEEL Type 2 corrugated steel pipe protection.This coating is of greatest will provide at least two times the benefit when soil side corrosion is RBER-SONDE service life when compared with gal- the concern. vanized material and used in the PAVED-INVERT,for erosion protec- ,# recommended environmental range. tion,is a shop-applied asphaltic paving GALVANIZED COATING For maximum durability under cor- along the invert of the pipe,where rosive conditions,such as acid mine most pipe wear takes place. runoff or salt water installations, Linings f FIBER-BONDED Corrugated Steel SMOOTH-FLQ is a smooth,fully cir- ! Pipe has performed successfully GAL COATING cumferential asphalt lining since I536. g for added FIBER-BONDED is made from a hydraulic efficiency.All interior cor- i black steel sheet which passes through rugations are filled with asphalt as the NBER-BONDED a hot-dip galvanizing process.As the pipe is spun at high speeds,producing sheet emerges,a layer of fibers is the smooth lining. pressed into the molten zinc on both HEL-COR CL incorporates a con- surfaces bonding the fibers into the crete lining that increases the coated-steel substrate.The sheets are hydraulic capacity of the pipe while corrugated and fabricated into a dura- retaining all the benefits inherent in With FIBER-BONDED steel pipe,fibers are embedded in the molten zinc This improved ble,long-lasting corrugated steel pipe. corrugated steel pipe.The Iining is surface results in greater adhesion of asphalt Then the pipe is asphalt-coated.Adhe- applied to cover the corrugations of coatings and increases long-term durability sion of the bituminous coating is the the pipe to a depth of not less than% key to pipe durability. The lining is applied by a method that Coatings and pavements provides a surface with excellent The variety of protective coatings avail- hydraulic efficiency.See hydraulic tables,Page 10 able on CONTECH corrugated metal ; (A.Manning s n factor of 0.012 is pipe and pipe�arch can provide the applicable to SMOOTH-FLO Pipe and degree of corrosion protection dictated HEL-COR CL.) by the site. Each system—galvanized, For more information on these galvanized and coated, ALUMINIZED materials, coatings, pavements and STEEL'fte 2,and FIBER-BONDED— linings, call your local CONT ECH provides a degree of protection for Sales Engineer. increasingly corrosive installations. SEP-12-1996 10:34 H.D. FOULER 206 644 4634 P.09 -`��•;•;':fit 9�-05 DRAINAGE STRUCTURES,CULVERTS,A.'11D CONDUITS y DRAINAGE S'i 9-0SA{$) Pfrotettiva Treatment 9-(15,4{�7 sec St,61 pipe'sad pipe arch culverts shall be coated by 0—of the foIlowing protective treatnttnm whwt such treatment is rpecified p-U5A(6j Spt; Asphalt . Txeat:strxrit i .-- Coated uniformly inside and out with asphalt. AASHTO M i'. raattstesit Z Coated uniformly inside and out with asphalt and with tat f1r1I intwiar of th asphsh paved bwezt 1/9 inch above t Treatment 3 — Coated imide apd ovt with ib=embedded ba the"Itasr � appmvod Inotro coaag atnd they coveted red on bath sides with asphalt. � corrugations d>wv Treamem 4 -T Coifed as$1 Ticat nwU 3 ad with an asphalt paved inirtat. three-sheet 1*4, Tt02tr0eutt 5 -- Coated isaixlo surd 0%with Uphalt Wd a 100 percent The thkkness of peTipbaY inside agent aiphxlt mitt$, The tlticktf T1 eatrn=a b --- Coated as art Traabn=3 and witli a 100 peromt periphery amo+mt in excel: inside spuat asphalt lirsissg. In the care itucior mmtni tt 9-05.4(4) Asphalt Costiugs and Paved Inverts &Uowabl& Asphalt for asphalt coatings and paved inverts shall meet the requirtments of 9-M.4(7) Cad AASHI'O M 190.Section d.The uoatings for Treatmc nts I.2.and 5 shall be tuufonn, inside AM ou%add aWlIed in accordance with the following ree(uurmtUts: CQuplixtg�. T1►r mud shall be free from greasa, die% dust, maisturt. of eeha deleterious � Standard Pltat.t contatninamts.Either proms destaibrd below may be used for appEcadmL metaltiG ptt7t+rc1. 1. Pipe Not Pzehmed And Shall meet The tempeiatuYe of the asphalt at the time,of pipe iMm union shall be for x11 sizes of 409 F (plug or minus 5 do c*s), and the durA66ft of the ;Mmersion shall S Ban&having p ootsform to the following schedule: ; Steel bol ASTht A SW;. Thickness in Riches Minimum Immerslon S Stem angl Steel Aluminum 'flmc�Mlnatea � AASIiT'OM31 t Asphrlt C,: .064 im 2S Coupling .079 .015 3.0 t acCeptsble. .109 .105 5.0 ; Coupiittg .139 .135 6.5 i for insta.1191on• .168 .164 8.0 9-05A{S) S£ 2. Pipes Pinheate+l �j st=l"Cwt The asphalt shall have a tanperatum of 380 P(plt>s or menus 5 degrees). f ara of these and the pips shall be brought to a temperatan of 300 F to 350 F before t fabricate.$ in impulsion. t sectim�%the t1; Paved inverts for Tre am=ts 2 and 4 shall consist of bituminous mdetial #rr Nestablo applied in such*manner that and cc more smooth pavcrnma will be fonndd in i flange-typo.in the inveit filling-the rosntgations for at le mt 40 pCs=t of the circtuderence. of each haU o The pavement shall have s mWunum thickaW of 1/8 inch above the treat of � lower=tiort tho oarwasdons except where the upper edges intcrocpt the comrgation.The form the two: pavements AAH be appliod following die coaitt$with asphalt or fiber bonding. bolts.or other Treatment:5 may be substituted for Treatment 2, tend Treatment 6 for 3Ssdividui Treatment 4 at th.a option of the Contractor. secticsts requz Pager 9-40 -1 F SEP-12-1996 10:37 H.D. 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SEP-12-1996 10:39 H.D. FOWLER 206 644 4634 P.02 LIMITED WARRANTY Except as otherwise mandated by taw.Smrs Manufacturing Company warrants that the floods which have been directly manutoohm)d by them storm be free from defects in rttaterial and v"kmanship for a period of one(1)year,from the date of shipment.CUSTCMER AGREES THAT THIS WARRANTY StIALL BE EFFECTIVE SO LONG AS THE GOODS ARE USED SOLELY FOR THE NORMAL PURPOSES FOR WHICH THEY ARE INTENDED AND:IN QCNFORMANCE WTH INDUSTRY ESTABLISHED ENGINEERING, INSTALLATION. OPERATING, AND MAINTENANCE SPECIFICATIONS, RECOMMENDATIONS AND INSTRUCTIONS.VIOLATION THEREOF SHALL V010 THIS WARRANTY AND RELIEVE COMPANY FROM ANY OBLIGATION UNDER Ims WARRANTY. COMPANY CANNOT AND DOES NOT ASSUME RESPONSIBILITY.AND EXPRESSLY DISCLAIMS ANY LIABILITY,DUE TO CUSTOMER%.ANY INSTALLER'S OR END USER'S FAILURE TO COMPLY WITH SUCH SPECIFICATIONS,RECOMMENDATIONS AND INSTRUCTIONS, if Customer receMm any goods that appeorto be defoot",Customer may rolum such quactionable goods prepaid to�rripany at ISM Oki4n Smut,Sylingr, California 81,M2,woomponied by a letter stating tho nature of the problem.Agar examination.If fhe goods are determined to defectke in materiels orwodurigruhip directly provided by Cornparry,Company,At 4 ot4o option,may either repair or mptace fha def cdm goods,or mlmburs*Customer forthb aoet o(such goods This &hall be Cui;Uw ersonly nmw*,Al cgsttofshipping suchquestiomble goodu2nd any replaobnterdsthereo[to and from Company'afeiciltybhalbebombby QUblonlbr. Customer Ogre"that Company vWI not be responsible for other parts or labor in connection with repairing,replacing,or returning*uch goods441le geade.am in possession of Company for analysis,nor for any delays beyond Company's reasonable control(including,with tlmkalion,delays due to uraNailabttky of makirivis, equipment.other Supplies or labor,slrikM gommrrtental regulation or other acts of God),provided that any delay shall tot the warranty period for Hresame amount of time as the delay Itself, COMPANY EXTENDS ONLY THIS WARRANTY AND EXPLICITLY WAIVES ALL OTKF-R WARRANTIES,EXPRESSED OR.IMPLIED.ORAL OR STATUTORY (INCLUDING ANY IMPLIED WARRANTIES OR AFFIRMATION,SUITABILITY,MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE)APPLICABLE TO THE GOODS,NO AFFIRMATION BY COMPANY OR ANY OF ITS REPRESENTATMS.BY VWRDS OR CONDUCT,SHALL CONST17UTE A WARRANTY. THIS WARRANTY MAY NOT BE EXTENDED,ALTERED OR OTHERWISE MODIFIED EXCEPT BY WMRFTTEN AGREEMENT SIGNED BY COMPANY, BY ITS ACCEPTANCE OF TIME GOODS.CUSTOMER HEREBY SPECIFICALLY AND EXPRESSLY WAIVES ALL OTHER LIABILITY OR MUGA11ON OF ANY KIND OR CHARACTER OF COMPANY.INCLUDING WITHOUT LIMITATION LIABILITY PREDICATED UPON STRICT LIABILITY OR TORT,AND ALL DAMAGES AND LOSSES AS A RESULT 1"EREOF,INCLUDING BUT NOT LIMITED TO ALL 140M,UNKNOWN.FORESEEABLE,UNFORESEEABLE, ABSOLUTE. CONTINGENT, L IOUIDATED, NON-LIQUIDATED. COMPENSATORY, GENERAL, SPECIAL, CONSEQUENTIAL, INCIDENTAL, OR PUNITIVE DAMAGES.AND WITH RESPECT TO THE GOODS,THEIR RETURN,REPAIR.RESTORATION AND REPLACEMENT.WITH RESPECT TO SUCH WAIVER, CUSTOMER HEREBY EXPLICITLY WAIVES CALIFORNIA CIVIL CODE§1W WHICH STATES A GENERAL RELEASE DOES NOT EXTEND TOCLAIMS WHICH THE CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS FAVOR AT THE 71ME OF EXECUTING THIS RELEASE,WHICH IF KNO MV 13Y HIM MUST HAVE MATERIALLYADVERSELY AFFECTED HIS SETTiEMENTWITH DEBTOR'AND ALL OTHER SIMILAR STATUTORY,COMMON AND CASE LAW RIGHTS. DEFENSES AND LIMITATIONS. Having independerdly inspected;i sample of the goods as fully as desired or having retueed to make Such examination upon aomptance of delivery of Hie goods, and except ne otlwy&b herein provided.Customer hereby accaptc the goods in its AS IS'condition'WITH ALL FAULTS'without any otherwanty,expft*aed or implied,and hereby atccepts and awwrnes the entire risk and cad of*II rrecottsry servicing,repalm Ind renwdy thereof_ C �T,ANDAR�►� L SP,�C11�I�ATIC�NS + ASTM D 2484 — Threaded Poly(Vinyl Chloride)(PVC)Plastic Pipe Fittings, Schedule 00. r ASTM D 2467 — Socket-type Poly(Vinyl Chloride)(PVC)Plastic Pipe Fittings, Schedule 80. + ASTM D 1784 -- Rigid Poly(Vinyl Chloride)(PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC)Compounds. + — National Sanitation Foundations(NSF)Standard 14 Plastic Fittings for Potable Water. + Material — Spears Schedule 80 Fittings are produced from PVC Type 1. Cell Classification 124544R. + Fabricated Fittings — Spears Fabricated Fittings conform to Spears Manufacturing Company Special Engineering Specifications. Prices subject to change Without notice_ Possession of this price schedule shall not be construed as an offer to sell the products listed. 1 SEP-12-1996 10:40 H.D. FOULER 206 644 4634 P.03 • GUIDE Simple 4-step method the number of links required for a For most applications, link-Seal can be selected from complete seal assembly. the charts on pages 9, 10 and 11. (if your pipe and wail opening dimensions do not appear here,use the methods 4. To order, add the Link-Seal model. on pages 12 and 13.) Select the model you require from the chart below. Include the model letter designation with the sizing 1. There are 6 charts. Find the chart information, as in this example: Links per seal - 10; Link- that applies and locate your pipe Seal size number- LS-300; Model - C. Thus your order size. would read: 10 LS-000-C. 2. Determine the typo of wall opening L;A Pt Rik R LINE N:MpRepLLAR to be used: CS Plastic sleeve, WS �',-':,= - WALL steel sleeve or core drilled hole. "FE I WALL T-MM NQDEL•WO S. Begin at column heading "Nominal Pipe Size". Then read across to the sizing section for CS plastic or WS steel sleeves or core bit drilled holes. The first column identifies the sleeve model or hole diameter ... the second column is the Link-Seal ;.INK-HEM TYPE size number and the third column is % -i �etLtirg�TittTION _ SEAL ."s =� ht60EC-L6 LINK SEAL MODELS " MODEL TYPE SEAL PRESSURE BOLTS& TEMPERATUR APPLICATIONS ELEMENT PLATES NUTS RANGE ff) Standard EPDM COMPOSITE STEEL zinc -40 to+260 Suitable for use in water,direct ground burial and Black dichromate atmospheric conditions. Provides electrical insulation where cathodic protection is required. Stainless EPDM COMPOSITE STAINLESS -40 to+250 For chemical processing waste water treatment. EPDM S Black STEEL(18-8) rubber is resistant to most inorganic acids and alkalis, some organic Chemicals(acetone,alcohol,ketones)- Oil NITAILE I COMPOSITE STEEL zinc -40 to+210 Nitrile rubber is resistant to oils,fuel and many solvents Q resistant Green dichromate (gasoline,motor oil,kerosene,methane,jet fuel, hydraulic fluid,water,etc.)_ Oil- NITRILE COMPOSITE STAINLESS .40 to+210 Combination of oil-resistant rubber and stainless OS � resistant Green STEEL(18-8) steel hardware. High/low SILICONE STEEL zinc STEEL zinc 767 to+400 Silicone rubber is ideal for temperature extremes_ T temperature Grey dichromate dichromate 'T"model is Factory Mutual approved. FD/ Freseals SILICONE STEEL zinc STEEL zinc -67 to+400 Double seat,three-hour fire rated barrier FS Grey dichromate dichromate (ANI approved). H Standard EPDM COMPOSITE STEEL zinc -40 to+250 Pressure plate design provides improved Cathodic Black dichromate protection. Also available with other seal elements and stainless steel hardware_ Non- EPDM STEEL STEEL zinc -40 to+250 Commonly specified for a wide range of applications M insulating Black dichromate where cathodic protection is not required_ High- SILICONE STEEL STEEL zinc -67 to+400 High temperature applications where Cathodic protection temperature Grey Epoxy dichromate is required. 'TCr insulating Coating SEP-12-1996 10.41 H.D. FOWLER, 206 644 4634 P.04 l D I A SHEET f "a LINK-SEAL BOLT CIRCLE \ TUBE,CONDUIT OR • PIPE O.D. 360" ' g LINKS/SEAL t � ANNULAR SPACE CASING I.D.OR WALL HOLE OM + 'h ANNULAR SPACE ACTUAL RU68ER MLING -A- - ELEMENT THICKNESS r BOLT I PRESSURE PLATE Tr x b II U ~ Il LI a r !I II 0 I It �sg lr I kAt 8M SEALING , r EI.EMEIt FI LP I L PRESSUt9i: PLATE RUBBER SEALING ELEMENT PRESSURE PLATE BOLT LINK-SEAL ACTUAL, FREE AVERAGE A H T HEX H THREAD L MODEL NO. THICKNESS LENGTH LENGTH ACROSS SIZE AFTER FLATS TIGHTENING LS-200-C _478 1-3/4 1-3/8 1-1/16 2-114 5/16 M5 .180 M5 2-1/2 slotted hex LS-275-C 607 1-3/4 1.3/8 718 1.7/$ 5116 M5 _180 M5 2.1/2 slotted hex LS-300-C _687 2-1/2 2 1-1/2 2-1/2 7/16 1/2 7/32 5/16-18 3-1/2 LS-315-C .807 2-71/2 2 1-7/16 2-112 7116 1/2 7/32 5116.18 3-112 LS-325-C .875 3 2-3/8 3-1/8 2 1/2 1/2 7/32 5/16-18 4 LS-400-C 1,375 3.1/2 2-3/4 3-1/2 6 314 9/1$ 114 M-16 5 L$-425-C 1.062 3-1l2 2-3/4 3-1/2 3 3/4 9116 1/4 3/8-16 5 LS-475-C 1.562 3-1/2 2-3/4 2-1/2 3-1/2 1/2 9/16 1/4 318-16 4-1/2 LS-600-C 2.250 4 3 3.5/8 6-1/2 9/16 3/4 11/32 1/2-13 5-1/2 LS-515-C 1,812 3-7/8 3 3-58 6-1/2 9116 3/4 11/32 1/2-13 5-1/2 LS-525-C 2.062 3-7/8 3 3-5/8 6-1/2 9116 3/4 11/32 1/2-13 5-1/2 LS 600-C 3.093 4 3 5.7/$ 14 5/8 1-1/8 1/2 3/4-10 6 A Divide number of links per seal into 3601;i.e.,angle for 10 links=36"; 12 links=30' Link-Seal Bolt Circle=dia.of pipg+dia,__of openings,i.e.,Bolt Circle for 3"0.D.pipe in a 5"opening=3"+5"=4" 2 2 0 281 SEP-12-1996 10:41 H.D. FOWLER 206 644 4634 P.05 (GENERAL SPECIFICATIONS FOR LINK-SEAL SEALING ELEMENT—ASTM—02000:2BA515813 The basic polymer in the Link•Scal rubber Compound is EPOM(ethylene-propylene diene'monomer)-The trade name of this material is Royalene and manufat- tured by Uni•Royal Inc,(U.S.Rubber).This synthetic rubber offers a mul:iwde of property advantages,the chief one being outstanding resistance to oxidation, ozone and cracking. In addition to these superior weathering eharoctoristics,the rubber provides both tow temperature flexibility and resistance to high temperature environments, --. EPDM being a high molecular weight nearly saturated aliphatic hydro-carbcnis resistant to most inorganic materials•water,acids and alkalies-and to many organic materials•acetic acid,acetone,aniline,bdtyl alcohol ethylene acetate,ethylene glycol,formaldehyde,and nitrobenzene.In general,the Link-SWI rubber compound is recommended for applications requiring chemical resistance. Thetrue resistance of the Link-Seal rubber compound to aging in above and below ground or chemical environments is improved by the ini;allation of the seal• The two favorable factors effecting the life of an installed seal is the relative bulk and think sections of the seal element and the fact that the seal is under compression when installed.Most rubbertesting is done with thin sections under tension,Experience has demonstrated that thick sections used under compression such as bridge pads have much greater resistance to aging and degradation in severe environments than indicated by laboratory tests. Specific Gravity 1.09 Laboratory Data Unaged Physical Properties Cured 20'@ 320o F. Modulus da 300%,psi 700 Tensile Strength,psi 1500 Elongation,% 570 Hardness,Ourometer A s0 Heat Aged,O 573,70 hrs.0 212o F, Tensile Strength,Change,% .0.4 Elongation Change,% .30.0 Hardness Change,pis. +6 Laboratory(rat* Compression Set,D 395 Method 8 Cured 20'Cb 3209 F- 22 hrs.@ i sBo F.' 14 solid specimens tuned 30'@ 3209 F. Ozone Exposure,D1149,20%Strain,300 PPHM,70 hrs.@ 100"F. Specimen condition No cracks Low Temperature Stiffening 70 hrs-@±14o F, Hardnem Change,Points +4 CLASS REINFORCED NYLON PRESSURE PLATES. Glass reinforced nylon is thermoplastic potyamide reinforced with glass fibers.Some of the properties that make this material ideal for Thunderlino Unk-Seam Pressure Plates are: •Toughness at high and low temperatures. •Resistance to repeated impacts. • Retention of stiffness,tensile properties and shape at high temperatures, •Resistance to abrasion. • Resistance to organic solvents,oils,and gasolinas. ASTM PROPERTY UNITS METHOD 'tensile Strength,731 psi D 638 Dry 27,000 50%RH 18,000 100%RH 9,500 Elongation at Break.731 01 0 638 Dry 3 50%RH 4 100%RH 3 Shear Strength.Dry 12,500 psi D 732 Flexural Modulus.73'F psi D 790 Dry 1,300,000 50%RH 900,000 100%RH 600,000 Flexural Strength,Dry 38,000 psi 0 790 Compressive Strength,Dry 35,000 psi 0 695 Deformation Under Load 0.8 % 0 621 (4,000 psi,1226F) Deflection Temperature 480 °F 0 648 264 psi lzod Impact Strength,Dry 2.0 f.fthn. D 256 114"bar,73°F Melting Point 491 °F 0 769 Specific Gravity — 1.38 D 792 WaterAtrSerption,2"X 1/8" Cob D 570 disc,24 hr. 0,7 Rockwell Hardness 101 0 785 M.Dry BOLTS AND NUTS The bolt and mating nut are made from carbon steel having a tensile strength of 74,000 PSI.The bolts are full threaded and commonly called"Tap Bolt".All threads are rolled which is $Uperlor to the"chased'or"Cut"process because the cold wdrkirlg action displaces rather than removes metal,This displacement produces smooth uniform threads and unbroken flow fines that greatly increase shear,tensile,and fatigue properties,The parts are zinc galvanized plated per ASTM 8 633•Gode Fenn 55CI, SEP-12-1996 10:42 H.L. FOWLER 206 644 4634 P.06 CAST IRON FRAME- AND COVER 25.. 31" 34 "S'UN1T-PLAIN- FOR ADJUSTING TOP SLAB TO GRADE. ONE OR MORE MAY BE USED AS LONG AS TOTAL.CATCH BASIN HEIGHT DOES NOT EXCEED 7'-8". 0�' WT.OF"S"UNIT-PLAIN-290 L,8S. E.� 34" s' UPPER BASE SECTION FOR TYPE I CATCH BASIN. THIS UNIT IS AVAILABLE TO GIVE ADDITIONAL HEIGHT TO DEEPER CATCH BASIN. WT.UPPER SASE SECTION 12"-581)L RS. 12^ { 39'° 26.' I 22" 23.1/2" LOWER BASE SECTION FOR TYPE I CATCH BASIN. WIDE SIDE HAS KNOCKOUT SECTION TO 44" ACCOMMODATE 1S" PIPE, NARA0wSIDE HAS KNOCKOUT SECTION TO ACCOMMODATE 12"PIPE. WC.OF BASE UNIT Z170 LSS. ALL UNITS ARE MANUFACTURE0 TO WASHINGTON STATE HIGHWAY DEPT.SPECIFICATIONS. CATCH BASIN — TYPE t FAG TITE METER SEAL CO. STATE OF WASHINGTON DEPT. OF HIGHWAYS 4819 W Marginal Way, Seattle, Wash. . SEP-12-1996 10:43 H.D. FOWLER 206 644 4634 P.07 ORL. do TAP 5/s" -- ii ¢' 2 HOLES WHEN SPECIFIED � BY CUSTOMER "' w 3/4" 0 r V N X X x z a 3/4' HIGH LETTERS RAISED 1/S" Q a6 n a i 7/1B" 1/2' HICH LMEr RS SLOT DETAIL 3/4' 1 /4'_ _-- —I I—,/2• 5/8' 3/4' HIGH � L.EtTERS i 7/8" TYP_ SLOT TYI'. BAR Nrirl't7 d ON dPina III m3aus a -nyAnv 1/2" TYP. --I 1'-- 45 DEGREE ANGLE Ll 1/4. 23 3/4"L7 1/4o- R.—FL715 i "i REFf OFZ49 NOTES- MATERIAL: CAST IRON, ASTM A-48, O LYMP I C FOUNDRY. INC. CL 30, ALSO AVAILABLE IN DUCTILE IRON, ASTM A-536, CL $0-55-06 16!' X 22„ x 4, REVERS1I3LE LOCKING FRAME AND DIACONAL GRATE APPROX. WEIGHT: FRAME - 125 LBO., COVER - 115 1-65. RATING _ H2O PART N0. M50GD/T �1 SEP-12-1996 10:43 H.D. FOWLER 206 644 4634 P.08 M 1 RAFT 1 OOX :+...r.... n::..::.: uc Uesen taon.>:' Y P. ......::r' � .. M..v.:...v:hr.... ......::.+.+Y.:4M::•Y,:;v..:to+•.:.....:+.: .. +n hnY .. YY:.:h4•+.,.n....v. ...:.. .:.t•)•:+)..:....n.n..rV ..:n..: ""y.::.:�+i• a �G:.:►sra:Woven. eote tjle�c m osed•o.f..''`'` 1;+ >o:; 'Cen f..::+ .:: x ., a arnedU:%% h„ct���a e: f orrTied `irnf6f' :stabl+e`n n :twor�c<:sc�ch% h t.::the'fitam nts' cetain'..the!r; e. iv � `i:sit a . Tide ;fatar..�.ck�s° .inert ;t 'Xb10 o9ica, xcie5,radation, and`.'naturall',:enoauntere`d chemlcao;�-. Y.....:. : ...,.. alCcal+es rand°;aci.ds:::•<:IVl�ra 00X`:dnforrhs- to-- he- I?' r6pe vaCiles "list p rty eat��::in�•:�tFie rQ owing��C�bte�;': , P'r o` ert ::' :Unit.. ;Test::N[etlod Y- :..:..:.+:x.r... P; Grab Tensile Strength Ibs ASTM D4632 MD 120 CD 100 Grab Tensile Elongation % ASTM D4632 10 Mullen Burst Strength psi ASTM D3786 300 Puncture Strength Ibs ASTM D4833 SO Trapezoid Tear Strength lbs ASTM D4533 60 Apparent Opening Size U.S. Std. Sieve ASTM D4751 20 (0.841 mm) Permittivity sec'' ASTM D4491 0.2 Flow Rate gpm/f.t•2 ASTM D4491 20.0 UV Resistance after 500 % strength ASTM D4355 70 hours retained Available Roll Size Area Per Roll (yd2) 24" 450 36" 100, 330, 900 42" 643 MIWx sM l 206 644 4634 P.09 SEP-12-1996 10:44 H.D. FOWLER MIRAFI 140N „� �.,>..,, ••k,:�,::,..;�y;�;�. '.�a,v. io",,:r<:;:'',F%.',<:%Y :T;:J,,,:izatr.•::.:t�.,i: •::iei2,:i;',.o.::�%•Y wr Y�e'.r.•n:.,3K .fi: •a�tu.k,4:•:h � • ,,,,� .:,e:`;^' •• :• .:..ti v�,YR. uXaa:;« s'>"ia,l:'ii�• •.tro:r4.Sr•::.:^'a:.>::,.:v'•;::,�:a'<r':•ye.�. x., ti •• .h:.:•:.... Yr,.�tn'a.a.S .. 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Grab Tensile Strength lbs ASTM D4$32 120 Grab Tensile Elongation % ASTM D4632 55 Mullen Burst Strength psi ASTM D3786 225 Puncture Strength lbs ASTM D4833 . 65 Trapezoid Tear Strength Ibs ASTM D4533 50 Apparent Opening Size U.S. Std. Sieve ASTM D4751 70 (0.210 mm) Permittivity sec' ASTM D4491 1.4 Flow Rate gpm/ftZ ASTM D4491 115 UV Resistance after 500 % strength ASTM D4355 70 hours retained Available Roll Size Area Per Roll (ydz) Estimated Roll Weight (lbs) 12.5' x 360' 500 145 15' x 364 600 170 . scorn TOTAL P.09 SEP-12-1996 10:35 H.D. FOULER 206 644 4634 P.10 Hancor,Inc.Drainage Handbook Specifications 1-3 HANCOR HH1 Sure-I.ekTM PIPE SPECIFICATIONS scope This specification describes 12-to 30-inch.Hancor Sure-Lok pipe for u in gravity flow drainage applications. Pipe Requirements Hi-0!Sure-Lok shall meet the requirements AASHTO M294T a 3. The pipe shall have a smooth interior and annular-corrugated exterior. Manning's'n"value for use in design shall not exceed 0.010. Joint Performance Pipe shall be joined with the Hl-Q Sure-Lok(bell-and-spigot)joint meeting the requirements of AASHTO M294. The bell shall be an integral part of the pipe and provide a minimum pull-apart strength of400lbs. The bell-and-spigot joint shall incorporate a gasket making it silt-tight Gaskets shall be installed in the bell by the pipe manufacturer. Fittings Fittings shall conform to AASHTO M294. Fabricated fittings shall be welded on the interior and exterior at all junctions. Material Pronyrties) Pipe and fitting material shall be high density polyethylene meeting the requirements of ASTM D3350 Cell Classification 324420C;or ASTM D1248 Type 111,Class C,Category 4,Grade P33. installation installation shall be in accordance with ASTM 02321 with the exception that minimum cover in trafficked areas shall be one foot RARE O.D. WCH BELL O.D. WKET PIPE Q.D. Nominal Diameter(in.) Pipe I.D.(in.) 12 15 1s 24 30 Pipe O.D.(in.) 14.2 173 21.5 28.4 35.5 Bell O.D.(in.) 14.8 18.4 22.1 29.2 36.4 Flare O.D.(in.) 15.4 19,6 23.9 29.9 37.9 Pitch(in.) 2,0 2.4 3.0 4.0 4.0 Weight(Ib-/ft) 3.3 4.7 6.7 12.0 16.0 Corrugation Annular Annular Annular J Annular I Annular TOTAL P. 10 09/10/06 TUE 13:35 FAX 2063486910 _ PIPE PLANT ,• t{T]GG2 TZ-7,71 -- ASSOCIATED SAND & GRAVEL COMPANY, INC. BOX 2037 - 6300 GLENWOOD AVE • EVERE77. WASHINGfON 98203 I i Date: ILA�9 1 b" v f., 5.cam,_ Attention: g�A K)K Re: Certification of Concrete Pipe items, Rubber Gaskets, Catch Basins, and Man72s7--/ be supplied to Doc OrxyTok) Mhel-C- Wmo Car5ey, Gentlemen: This is to certify that our concrete pipe items, rubber gaskets, catch basins , and manholes to be supplied to subject job are made in accordance with and are equal to or exceed the following applicable specifications: ' 'ncerely, fA. 09/10/96 TUE 13:36 FAX 2063486910 PIPE PL,t» IX003 ' S0 Ik I G' � Associated EVERETT PIPE DIVISION P.0 Baal 2037 • bxrat 1Yafimg=98201 • Evecen:{Z06)353•21 l i Sank.(206)624 0301 • fix;tZ0b13¢8•h0 91 II I I I 30 " - 780 • I Joint and gasket conforms to ASTM C443 L IA D E F s Z tr a 30' d d 4 o a a w E a o M � m 0 o o Laying length C I I I I I PIPE SIZE (inside Diameter) Drawing 42 48 54 60 72' 76" d " ° ° Dimensiens 30" 36" A 31 p 12' 12' 12' 12' 12' 12' 1 i/8` 1 1/a" 1 118 1 7 1 11$' 1 318" 1 1/8' 1 p E 1" 1' 1 1/4" 1 1/4' 1 M' 1 1/4" 1 1/4' 1 114" F 1" 1" 1" 1" 1. 1. (3 2 718' 3114" 3 V4` 3 3!4" 3 314' 3 314 3 314' 3 11116' H 31/4' 3 7/8" 4 1/4' 4 im" 4.114' 41/4" t4l 4 318" K 37" 447 51" 5B' 65' 72" 93" L 7 1/9' 7 ws' 7814' 8' 8' M 49M6" 57116' 6il16" 53/16' 4511s" 37/8' 1314" 1/2" N 42 v4' 50114" 58' 63" 70` 761/2" se' ° Q 4 s!a" 4 718" 5 tlA" 5 i/2' 5112" 5 3/8" 5 1/2' 1 5112" 09-09-1996 05:58PM FROM NW LININGS & GEOTEXTILE TO 6243324 P.02 NORTHWEST LININGS 9 _ GEOTEXTILE PRODUCTS, into 21000 77th AVE. SOUTH KENT, VITA 88032 206-872-0244 FAX 206-872-0245 Table 1 POLYVINYL CHLORIDE (PVC) PHYSICAL REQUIREMENTS Property Test Method Specified Values Thickness mils ASTM D1593 10 20 30 40 50 60 (Nominal 5%) Specific'Gravity,min. ASTM D792 1.20 1?0 1.20 1.20 1.20 120 Minimum Tensile(each direction) ASTM D882" 2300 2300 2300 2300 2300 2300 Breaking Factor(pounds/inch width) 23 46 69 92 115 138 . Elongation at Break(percent) ASTM D882 3M 325 350 400 425 450 Modulus(force)aL 100%Elongation ASTM D882 1000 Iwo 1000 1000 1000 low (10.0) (20.0) (30.0) (40.0) (50.0) (60.0) Tear Resistance,lbslin,min ASTM D1004 300 300 300 300 -300 300 (lbs..min.) (3.0) (6.0) (9.0) (12.0) (15.0) (18,0) Low Temperature,°F ASTM D1790 -10 -15 -20 -20 20 -20 Dimensional Stability, ASTM D1204 5.0' 3-5 3.5 3.5 3.5 . 3.5 % change,max. (2WF, 15 min.) Water Extraction ' ASTM D3083 0.35 0.35 0.35 035 035 035 % loss,max, volatility ASTM D1203 1.5 0.90 0,70 0S0 0-50 0-50 9b loss,max. Resistance to Soil Burial,%change,max. ASTM D3083 - Tensile Strength .5 -5 -5 .5 • -5 -5 Elongation,at Break -20 -20 . 20 •20 -20 -20 Moduhis at 100%Elongation +20 +20 +20 +20 +20 +20 Hydrostatic Resistance,psi,min- ASTM D751 37 60 85 110 150 175 Factory and Field Seam Requirements Bonded Seam Strength ASTM D3093 18.4 36.8 55.2 73.6 92 116.4 (factory scam,breaking factor,ppi width) (As Modifrcd in NSF 54) Peel Adhesion ASTM D413, 10 10 10/ 10 10 10 (pounds[mch,min.) (As Modified In NSF 54) . Xsihavl 09-09-1996 05:58PM FROM NW LININGS 8 GEOTEXTILE TO 6243324 P.03 NORTHWEST Lf NINGS I GEOTEXT(LE PRODUCTS, Im - 21000 77th AVE. SOUTH KENT, WA 9BO32 ' 206-872-0244 FAX•206-872-0245 Seaming PVC I. Line up the sheets to be seamed with a 4"-6" overlap and sand bag down to hold the lap in .place. 2. set up to seam from .the center of the seam working towards the toe of each slope, - 3. Check the lap of the seam again before seaming. 4. Place an 8 'long 12' wide glue board under both sheets to be seamed for' smooth sturdy support to roll the seam on. S. Both contact surfaces to be glued must be wiped clean to remove dirt, dust and moisture. 6. Depending on weather Conditions a heat gun Might have to be used to heat or dry the material. It also will heat wrinkles out of the seam area to be glued. 7. Pull both sheets to be seamed back slightly at the same time to get equal tension and the materials to lay flat. S. Apply sovlent with a squirt bottle with a back and :Forth motion approximately 2' to 3' at a time. 9. Start back and forth motion with the solvent, from' the+back of the seam work-out towards the edga., The last -passes to be Arun right along the edge of the seam. 10. Immedidately after applying the solvent the, roll the seam at a 45 degree angle, this will remove excess glue- and- air bubbles. Then roll perpendicular to the seam especially along the edge to be sure it is sealed. 11.' Wipe excess solvent away immediately or it will melt through or soften the material. 12. Check the edge for voids and el repair 'before advancing glue board. 13. Advance glue board leaving at least 4" of glued material on top of the back of the glue board to prevent voids at each length of board. 09-09-1996 05:59PM FROM NW LININGS & GEOTEXTILE TO 6243324 P.04 NORTHWEST .LININGS GEOTEXTILE PRODUCTS, n --OD , I t. 21000 77th AM SOUTH KENT, WA 98032 206-872-0244 FAX 206-872-0245 SUGGESTED SUBGRADF PREPARATION The General Contractor shall be responsible for preparing and maintaing the subgrade in a condition suitable for installation of the liner unless specifically agreed otherwise. 1. Surfaces to be lined shall be smooth and free of debris, roots, and angular or sharp rocks larger than three quarter (3/4) inches in diameter to a depth of four (4) inches. All fill shall consist of well-gzaded material free of organics, trash, claybells, sharp stones or any other deleterious material that may cause damage to the liner. The subgrade shall be compacted in accordance with, design specifications but in no event below the Minimum required to provide a firm unyielding foundation sufficient to permit the movement of vehicles and welding equipment over the subgrade without causing rutting or other. deleterious effects. The Subgrade shall have no sudden, sharp or abrupt changes in grade. 2. The earthwork contractor shall protect the subgrade from desiccation, flooding and freezing. Protection, if required, may consist of a thin plastic protective cover (or other material as approved by the engineer) installed over the completed subgrade until such time as the placement of geomembrane liner higins. Subgrades found to have desiccation cracks greather than 1/2 inch in width or depth, or which exhibit swelling, heaving or other similar conditions shall be repalced or reworked by the earth contractor to remove these defects, g5 f. cbMpac; 3. Surface Acceptance, Upon request, Northwest Linings shall provide the Project Manager with a written acceptance of_ the surface prior to commencing installtion. Subsequent repairs to the subgrade and the surface shall remain the responsiblity of the earthwork contractor. 09-09-1996 05:59PM FROM NW LININGS & GEOTEXTILE TO bd463d4 r.eb NORTHWEST LININGS 6 ti GEOTEXTILE PRODUCTS, Inc. -- 21000 77th AVE. SOUTH KENT, WA 98032 206-872-0244 FAX 20"72-0245 SUGGESTED VROTECTIVZ SOIL covER COMPOSITION = INST.AJL)LTION Installation of the protective cover shall be the responsibility of the earthwork contractor. The protective cover shall be composed of well-graded earthen fill material tree of organics, - trash, clayballs or other deleteriog? matter. No sharp edged stones, stones larger than 3/4 inch in diameter or hard objects shall be acceptable. The cover shall be installed using low ground pressure equipment until the depth of cover exceeds three feet. When installing the cover, the earthwork contractor shall adhere to- the following guidelines: 1. A minimum of 12 inches of cover between low ground equipment and the liner is required at all times. Roadways for entering ponds and for transporting material over pond - slopes and floor shall have a minimum depth of three feet. 2, Avoid undue stress on the liner at all times.. Cover material must be pushed 'up side slopes, never down. A worker should walk along side earthmoving,equipment and remove all rocks, stones, roots or other debris that could cause damage to the liner. Equipment operators must avoid sharp turns or quick stops that could pinch and tear the liner. 3. If damage does occur, report it to the Project Manager immediately so that repairs- can be performed without needless delay. 4. Cover shall be placed and maintained in a uniform thickness, free of ruts and irregularities. S. Do not work wet cover material that cannot support equipment. 6. Ecquipment. operators and all other personnel must be qualified and must exercise good judgment and common sense at all times. 09-09-1936 06=00PM FROM NW LININGS 8 GEOTEXTILE l0 6243324 F'.06 1 12° I 2411 — K.S.C. LINE VARIES R ZZA -r)ST ANCHOR - TRENCH ' '-"`SINCLE LINER SYSTEM 8x--YFI;L WITT, EXCAVATED HATERIAL 24" • ..ti-�' �~•' H.S.C. LINER VARIES ,1 V �� ADO RE R TRENCH' GH SINGLE LINER SYSTEM THE ASCVEZ DI HER S;ONS �,nE. SL'CScaTED-�INI!•i�JM- STANDARDS; ACTUAL DISTANCES TO BE DETERMINED BASED.- OR SITE SPECIFIC CRITEalA SUCH AS SOIL CONDITIONS, ETC. AS- DETERMINED BY -THE DESIGN ENGINEER. . Z. BACKFILL SHt?ULD BE SUFFICIENTLY CDMPACTED TO PREVENT LINER PULLOUT. I 9R'Xi. MO. DATE QR1M. T 3•?3•Eo e.NAta Ks : . .._... .. 'STR1pOF.LlN�.#t LIO BOOT `rL)13E: Lo BOOT-APRON _ WALL 00 /f m 0 •._ . SEAM-TYR � J f�E4..8QDT . -�'�q -- .S L C) PE D -•NOP-THw1's-r �� �NGs N z�dl7 gq,,! RV �.Sa, ti K Ttz; Wes: 98031 .Cz�� 872-�2�Fy 09-09-1996 06r01PM FROM NW LININGS & GEOTEXTILE TO 6243324 P.08 9._.3 Prior to the P.VC?ttachmev4 nn important consideradon must be the concrete itself. Trie inspcctoi;shouId check.the following irtrns: ., ; Dctermine that the•conc><etc is clued. 92.3 Male sure no waa or slick curing compouud was used-. 9 1.3.3 Make size surfaces that will be in contact with the PVC We smooth and free of voids,sharp.edges or jiMed pretensions: o Bartens and B2lis: A barten is a long thin mesas bar; It.is used in conjunction with anchor bolts to clamp the PVC at the-place of attachment to a concrete structure.Spacing of anchor bolts is dependent on the sealing requittments, Leak-proof sealing Nvill g ez: eaenUy require spacing of 6 inches on c =, whereas spats', for non-leak proof sealing is ;enerally 12 inches-on centers• 9 2.5 Pima¢: On many facilities it will be necessary to attach L`ne PVC to one or more pipes that protrude through the PVC liner. The nvo most common methods of attachment are a pipe boot or batten and bolts. The boot is ¢enerally of the same material as the PVC Intros and attached by chemical bonding agent to the PVC liner and clamped to the pipe with a stainless steel strap. 92.6 If the pipe boot cannot be used. the PVC is genera& attached to a concrete pad surrotmdinz the pipe(flush with the supporting surface)using the bane i and bolt method previously discussed 9.3 INSPECTION PROCEDURES ��ryry 9.3.1Roortin Record information of attachment on the CQC- 105-•Daily Seaming QC CLae sheets for the scanning crew that did the auachrnent work. �0 TESTING Form CQC-106) 10.1 INTRODUCTION 10.1.1 Several methods are used to tat field seams and patches. Test methods can be non-destructive and/or destructive. 10.1.1.1 Non-detruedveMIS perfotmedwithout rem ovin-aaIamvle.thereby retaining, the irttezrity of the field seam. 10.1.13 Destructive tests requi.-e samples of licid seams to be tested to determine the strength characteristics of the seam Samples by stressing theta until dtey fail.- 10.? VON_DESTRL:CTIVE FIELD TESTINO 103.1 There are three basic ethods of non-destructive 5dd stoat tests for PVC runt i$Is: m 10?..1.1 Visual observation during the seaming operation(refer to section 3). Probe testing(mechanical point stressing). 10 2.1-3 Air lance testing. 9 QC-I'VC•FLD ttEV IT93 09-09-1996 06:02PM FROM NW LININGS & GEOTEXTILE TO 6243324 P.09 NORTHWXST LIN;QV'GS&G»OTE7 THE ORODUCTS,INC. 1995 PVC INSTALLATION LISP' OWNER/JOB APPLICATION C(>NTRACTOR/ENG)[NEER Westpoint WWT'P Wastewater Ames Construction 80,000 Seattle,Washington Treatment Pond Seattle,Washington 30 Mil OR SR509/East"D?'.Portland Stomiwater Runoff Ames Construction 24,000 Tacoma,Washington Seattle,Washington 30&40 mil Vineyards/South Mountain Decorative Lakes Wadsworth Golf Construction 166,986 Phoenix,Arizona Buckeye,Arizona 30 Mil Foster Golf Course Decorative Lakes T F Sahli Construction 37,275 Tukwila,Washington Seattle,Washington 20 Mil Crossroads Lagoons Sewae Lagoon Eatthrock,Inc. is*1,830 TNyin Falls,Mahn Twin Falls,Idaho 30Mil Stein Orchards Imgepon Pond Hilmes Construction 40,096 Royal City,Washington Othello,Washington 20 Mil Richland Corporate Center Decorative Lake Contrndors Equipment 36,106 Richland,Wasbington Kennewick,Washington 30 Mil Fort Lewis Landfill Landfill Lind' Envirocon,Inc. 400.000 Tacoma,Washington Missoula,Montana 50 Mil Fort Lewis Golf Course Decorative Lakes Daylen,Inc. 177,600 Tacoma,Washington Fresno,California •30 Mil Strawberry Meadows Irrigation Pond C&M Construction 13,300 Sherwood,Oregon Sherwood,Oregon 30 Mil Bridgeport Landfill Landfill Liner Douglas County 201,747 Mansfield,Washington East Wenatchee,Washington 30 Mil Pine Canyon Landfill Landfill Liner Douglas County 176,358 Waterville,Washington East Wenatchee,Washington 30 Mil U of I Golf Course Decorative Lakes Germer Construction 50,950 Moscow,Idaho Moscow,Idaho 30 Mil Cedar Hills Landfill Landfill Cover Flaps Virginia Seitz Construction 12,600 Maple Valley,Washington Ravensdale,)hfashington 30 Mil King County Bioswale Bioswale King County Public Works 22,275 Renton,Washington Seattle,Washington 40 Mil Universal Frozen Foods Wastewater Hilmes Const ucdon 175,000 Pasco,Washington Treatment Pond Othello,Washington 30/40/50 Mil 09-09-1996 06:02PM FROM NW LININGS 8 GEOTEXTILE TO 6243324 P.10 NOR LININGS&GEOTEXTTLE (-TS.INC- 1994 PVC INSTALLATION LjSj OWNEWJOB AEELICA77ON CONTRA,CTOR/ENGINEtR Pasco Ranch Irrigation Pond Ilihnes Construction 221,920 Pasco,Washington. Othello,Washington 20 Mil Sun Valley Orchards Irrigation Poled Hilmes Construction 63,800 Royal City,Washington Othello,Washington . 20 Mil Sea Kent Cold Storage Vapor Barrier Albrecht Blrkenbuel 15,210 Puyallup,Washington Mill Creek,Washington 20 ho Northshore Elementary Retention Pond Wick Construction 18,305 Woodinville,Washington Seattle,Washington 40 Mil Plateau Middle School Retention pond Frnhling,Inc. 11,500 Issaquah,Washington Bothell,Washington 40 Mil Lewis County Landfill Retention Pond Emetick Construction 95,000 Centralia,Washington Portland,Oregon 30 Mil Oakbrook Golf Course Decorative Lauer Callen Construction 13,600 Tacoma,Washington Custer,Washington 20 Mil' Rust Spokane Project Remediation Pad Rust Remedial Services 1,M Spokane,Washington Kent,Wzshingt= 20 Mil Nova Star Wet Pond Bioswale Thomas Constriction 6,625 Lacey,Washington Kent,Washington 40 Mil Horn Rapids Golf Course Irrigation Pond Columbia Triangle 27,430 Richland,Washington Richland,Washington 20 NO Harbor Court Fean=3 Decorative Pond All Pool&Spa 3,375 Kailua,Hawaii Kailua,Hawaii 40 Mil Grandview Landfill Area 3 Landfill Liner Vail Construction 143,000 Grandview,Wmbiugton Pasco,Washington 30 Mil Whitman County Landfill Landfill Cap Motley&Motley Inc. 352,000 - Colfax,Washington Pullman,Washington 30 Mil Inman Landfill CDL Cell Cap Landfill Cap Scoccolo Construction 860.000 Burlington,Washington Seattle,Washington 50 Mil Odessa Landfill Landfill Liner Delbur Industries •232,000 Odessa,Washington Port Angeles,Washington 30 NEI Boone Ford West Truck Ranch Retention Pond Berscbauer/Phillips 10,000 Olympia,Washington Olympia,Washington 30 Mil b7-U'J-17yb bb;b4M MUM NW L1N1NU5 & UEOTEXULt TO b243324 P.13 RTHNWST LININGS&GEOTEXTrL PRQ1)V 1993 PVC INSTALLATION LIST(Continued) OWNER13013 APPLICATION CONTRACTOUNG S_F. Meadow Park Golf Course Decorative Lake City of Tacoma Perks Dept 32,500 Tacoina,Washington Tacoma,Washington 20 Mil Willows Rim Golf Course Decorative Lake 13ilibeny,Inc. 175,000 Redmond.,Washingtdn Woodinville,Washington 20 Mil horn Rapids Golf Course Decorative Lake Fore,Inc. 229,550 Richland,Washington Renton,Washington .20 MiI Sandy Valley Gold Heap Leach Pad Durga Resources 207,500 Sandy Valley,Nevada Calgary,Alberta Canada 30 Mil Cir of Prineville WWTP Wastewater Pond Slayden Construction I20,000 Prineville,Oregon Stayton,Oregon 30 Mil City of Lacey Storrawater Run-off I±tiji Industries 116,700 Lacey,Washington Milton,Washington 30 Mil Port of Morrow Irrigation Pond Hall Engineering 2,100,000 Boardman,Oregon Richland,Washington 30 Mil Spokane Industrial Park Soil Containment Wilda Construction 125,212 Spokane,Washington Spokane,Washington 30 Mil Grande Ronde WWrP Wastewater Pond Bonstan Construction 347,200 Grande Ronde,Oregon Clackamas,Oregon 30 Mil Leavenworth Golf Course Decorative Lake Burke-Darrow 24,750 Leavenworth,Washington Bothell,Washington 30 Mil Horn Rapids Golf Course Decorative Lake Selland Construction 10,000 Richland,Washington 'Wenatchee,Washington 30 Mil Desert Canyon Golf Course Decorative Lake Desert Canyon Country Club 51,400 Orondo,Washington Oroado,'Washington 30 Mil FMC Corporation Wastewater Ponds FMC Corporation 550,000 _ Pocatello,Idaho Pocatello,Idaho . 30 Mil Taylor's Glenn Pond Decorative Pond Sajasa Construction 8,000 Redmond,Washington Redmond,Washington 40 Mil McCord Air Force Base Landfill Liner Ebasco Services,Inc. 142,500 Tacoma,Washington Bellevue,Washington 40 Mil Vehicle Emissions#52 Retention Pond Lloyd Enterprises,Inc. 51600 Auburn,'Washington Federal Way,Washington 40 Mfl 09-09-1996 06=06PM FROM NW LININGS & GEOTEXTILE TO 6243324 P.15 NORTHWEST LrgNGS&GLOTEXTILE PRODUM INC. 1992 PVC INWALLATION LIST(Continued) — OWN7ER/JOB APPLICATION CONTRACT0"NGINEII2 S-F. City of Scappoose Wastewater Pond Richard L.Martin 47,700 Scapoose,Oregon' Eugene,Oregon 30 NO Cimmaron.Orchards Irrigation Pond Hilutes Construction 140,OM Mattawa,Washington Othello,Washington -30 Mil Lakemont Woods Retention Pond HOS Brothers Construction 64,730 Bellevue,Washington Redmond,Washington 30 Mil City of Forest Grove Wastewater Pond Slayden Construction 1]2,320 Forest Grove,Oregon Stayton,Oregon 30 Mil Bangor Naval Baw Soil Containment URS Consultants 15,000 Bremerton,Washington Seattle,Washington 30 N1i1' . Riedel Environmental Services Ditch Liner Riedel Environmental. 34,000 poniard,Oregon Portland,Oregon 30 Mil Lenroc ' Secondary LenroO 12,075 Ephrata,Wasbington Containment Ephrata,Washington 30 Mil Orenco Systems soil•Contaiurnmt Orenco Systems 23,S75 Roseburg,Oregon Roseburg,Oregon 30 Mil Upper Baker Lake Fish Spawning Pond Mountain States Industrial 47,160 Mill Creek,Washington. Whatcom County,Washington 30 Mil Duke Sherwood Wastewater Pond Sherwood Contractors 9,120 Orovil3e,California Oroville,California 30 Mil Shurtz Trailer.park Wastewater Pond N-A,Degentrom 30,275 Spokane,Washington Spokane,Washington 30 Mil Wallace Springs Reservoir Rete�fion Pond Pat Aldrich Construction 27,520. Kahnecta,Oregon Bend,Oregon 30 Mil City of Astoria Retention Pond J.W.fowler Company ' 45,675 - Astoria,'Oregon ?lie Dalles,Oregon 30 Mil Wrights Meadow Wildlife Guzzler Western Roads 39,000 Chiloquin,Oregon Water Contairmient Lakeview,Oregon 30 Mil State of Washington pile Cover Olympus Environmental 10,000 McNeil Island,Vhshingtott Auburn,Washington 30 bill Terrace Heights Wastewarer Pond Parametric,Inc. 21,563 Yakima;Washington Sumner, Washington 30.MA 09-09-1996 06:08PM FROM NW LININGS 8 GEOTEXTILE TO 6243324 P.19 NORTHWEST LININGS&GEOT1 PRODUCTS INC. 1"0 PVC INSTALLATION LIST(Continued) OWNERIJOB APPIIICATION COVIRAC'TOR/ENGINEIrR Naches Fish Hatchery Fish Raceway rMCO General Construction. 41,630 Naohes,Washingto.a Bellingham;Washington. 30 Mil High P'Nrk Retention Pand East-West Partners 33,460 ' Bellevae,'Wastiingtolr' Bellevue,Washin&n 30 Ml ' . Lynnwood Golf Course Decorative Lakes Teufel Nursery 150,000 Lynnwood,Washington Everett,Washington. 20 Mil Walden Pond Apartments Decorative Lake Durham Construction. 67,730 Everett,Washington Bellevue,Washington 20 Mil Pailailai Landfill liner Oahu Construction 1,900,000 Oahu,Hawaii Honolulu,Hawaii 20 Mil Sagemore Farms In igatiott•Pond Sagemore Farina 7S,4Q0 p�o,Washington Pasco,Washington •26 Mil'. Baugh Construction Methane Baugh Construction 63,600 Seattle,Washington Containment Seattle;VJas)iiiaton 20 Mil y Madigan Army Hospital Decorative Lake Blount,Inc: 305,600 Tilliar,iii,Washington Tillicwm,Washington ' ' 20. Washington Fruit Pig i~arm.#1 A Wasttwatcr Pond Washington Fruit&Produce. 75,990 Yakima,Washington : Yakima;Washington io mil. Classic Golf Course Dewm ive Lakes L,ipoma Enterprises .243,570 Puyallup,Washington Tacoma,Waslring=ton 20 Mil Sunnyside Vallcy . Irrigation Pond Mullet#&Sons Inc, 76,500 S�=yside,Washirigtan Grandview;Washington 20 Mil 71gard'Office•Park Decorative Lake Landfixpressians 7,373 ' Tigard,Oregon :, Spokane,Washington' 20 Mil. OTHER PVC INSTALLATION APPL ATION 'CONTRAC ORIMGTN RR &F. Black River.Quarry Golf Course. Decorative Lakes Black River Quarry,Inc•• 27,825 Iterrton,Washington Auburn,Washington 30'Jl 1000 20 Mil crosoft—0oration Decorative Lake Lard.Eirpressions .14;I .C1 edmond,'Washii>gfbn Spc�cane,V4tashington 30 NIi1 i . 09-09-1996 06:08PM FROM NW LININGS 8 GEOTEXTILE TO 6243324 P.18 NORT &GEUTE�TILE PRODUCTS INC. — I991 PVC INSTALLATION LM(Continued) QWKEIt/3 APPLICATION 99MB&C_T0P TN.GINEER 6^B. Grande Ronde'Sanitary District Wastewater Pond Bonstan Construction• 342,123 ° Grande Ronde,Oregon Clttdcemas,Oregon 30 Mil McNeil Island Landfill Landfill Cap Treccon,Inc. 18,050 McNeil Island,Washington Tacoma,Washington. . 3 :t • 303;IO100 : ,50 Mil SEH Ainerica. Seeondary'Contaiament George Schmidt&Sous . 48,00b Vancouver,-Washington Washougal,)Viash M ington 30M Layton[Woods Water Retention Pond HOS Brothers Construction 24,159 Bellevue,Washington, Redmond,Washington 30 M.H. 1990 PVC INSTAUATION LIST OWNIEtt/J08 ArPLTCAnON ' P[NJTRAMPJE,NG1NF.ER . Metro Compost Facility Leachate Lagoon- Talbot Engineering 68,250 : Portland,Oregon HO Mil' Potholes State Paxk Wastewater Pond Tony Russell Construction 43,365 . . Othello,washington 30 Mil Wenatcbet,Washington ' Mcir'ary Golf Coupe Decorative Lake' Leonard Betnhart 47,1$0. : i Keiser;Oregon Portland;Oregon 30 Mil - Seven Bay Lanes Irrigation Pond Seven Bay Incorporated 51,$50 Spokane,Washington 30 Mil Spokane,Washington A&?,Mines Leachate Pond&Pad A&P Developmem Ib,000' Pony;Montana Chicago,Illinois 3D Mil Kiliingsworth Landfa• LarrdBll CaP Riedell Waste.Disposal 1'oitland,Ore$vn' :'Portlatid,iDregon•' 30 i1 WA Doartmeat of..Wj dUfe Fish Raceway Liner. IMCO General Consti uc on 41,630 OIympiWashington Bellingbartt;Washington 30 Mid Kidd Island Bay Sewer District Wastewater Pond Centerline Comtructiom 231,200 Coeur d'Aleme;Idaho Co=..d'Akne,Idabo _30 Mil. NyiETitO North Rrteirttari Pond Howard S.Wpgbt Construction . .2t256 '. Statue on Seattle;Washington.:* 30 3viil: :Gowliti Corinty I andfill Leachate Lagocrrt Storedahl&Sons 44.;850 : Qyungton elso; W e a K as ?.';fill ..,.... .. ,...,.,�•�r .,'?7i,.• a•t..•.. ..•: . ......• ..•• . .... .. ., :L:.. 09-11-1996 07:47AN FROM Washington Rook TO 12066243324 P.02 WA HI CxTON ROCK QUARRIES, INC. T,Jcp Camp 1A)89 -,Orting.W A 48360 Tdophanr.(206)893.5i0Q FAX;(206)8934511 FAX TRANSXITTAL DATE;' /"I/" 96 NAME COMPANY '(,fa J41/ TOTAL PLUMBER OF PAGES INCLUDING THIS PAGE COMMENTS: 93 • ' e7llh l?44 r� ,or, 64117C.1 fir,6 JS Z s T� t •;r TRANSMITTED FROM gwgry Landscape Rock,Gravel,Rip-Rap,Road Subbase,Ballast 09-11-1996 07:48AF1 FROM Washington Pock TO 12066243324 P.03 - pIiPRoyAL 814RT 08/11/92 Pit No. Q3-B-332 ownar� W*rhjngtQA Rock attarry Located in; SKI/4 Section 8,T.17 N-,R-S rMINAFtX 9AMl?LE TES` VALUES -� --- •. «---- "- ---"• •--- -- ----- pF�EL, Tear - - Min. -Agg, Toot Gravel. Ea'3e Taat Conn_ Agg. Date - i�./o7/91 Date Date •- 07�3oj92 __ .___ .A. b_s.a«r_p.«. «____ ., .___ ' _---_ LA Wear - 1� "R" Value 72 AggSp. ( . L .A. Wear FCA No Data Nu nat�t ]7ec 'acLOX - 80 Swell, Presd- - U CCA-Noyrs�sta No Data I7o Data V Stei.lacoom . ....... sulk 9p. G. - 2.7a S.B. 88 Structural Cono. - No Data Paving Cone. - No Data Ap OVED OR RIP SLAP AND QUARRY 91MT'-5�.a 5sP5352�• F LAr19,Deg•76,Sp 0••2.68 PIT RMI DSATBRYA?,f3 Approved as a source of Gravel Backfi.11 for Foundation C1&95 B, pipe Bedding, Walls, Drains; Bedding Material for Rigid Pipe, Flexible Pipe; I�aundati.an Material. Clang A, g. and. C; Bank Run Grave for Trench naCkfill; BaCkfill for Sand Drains; Sand Drin4ge Blanket and Gravel I3vrx0w- pcceptance testing for gradation and 9E to Confirm conformance to speci.ficationo to be preformed at point acceptance prior to use. XjgZR7LY+ AGGERGATE and SURFACING - Currently approved. " a source bf Crusbcd 5creenin58 far SST; Cruahed Cover Stone; Mlnera1 Aggregate for ATE; Mineral. Aggregate forruahedll CourOeO i.ncl Wearing) ; Ballast; Crushed rovalSurfacexpireing s July$30, 2002. Base Course; Maint, Rock; Approval p - Currently approved as a source for the production of •Gravel. Base, gxadaC on and SE to meet Specifications at paint of acceptance. Approval expires November 71 2001. CONCRETE AaalzRGA'I'BS CpbSBXNATIQNS Submit pxelimi.n•ary sample for evaluation prior to using this site as a source of conCrete aggregates- t------ ----+---------- ---•------------ --- -----------•-- ----- - h---- --+-- -- -_ � Fine Cr. APPROVAL STATUS Agg_ Agg Expire _ ....... ---------- --- --+---- -- - - -------- - -- --- -------- -- -- -- ---•-- ------- -- -- ---� sob�� Diotribution.. Physical Testi.xig ]Diat- ogr's- _xJ .,,.... ,uo r 1 ❑ x TOTAL P.03 Coordinate Table Coordinate Table Pt # Northing Easting Elevation Descriptor Pt # Northing Easting Elevation Descriptor 62 176346.08 1311633.04 125.94 SET HTK 392 176445.13 1311727.12 133.4 BRK 63 176047.52 1311433.47 114.69 SET HTK 393 176433.78 1311735.83 132.8 TOP 200 176023.55 1311495.52 115.30 top cl talc 394 176413.01 1311706.86 130.9 TOP 201 176040.15 1311501 .38 cl back talc 395 176379.15 1311671.02 128.1 TOP '�r ,+0a _ 661 �6g 202 176037.80 1311508.51 se car talc 396 176333.08 1311629.26 125.5 TOP r��7h 203 176063.21 1311516.89 ne cor talc 397 176296.26 1311604.16 124.4 TOP D 204 176067.91 1311502.64 nw cor talc 398 176266.39 1311582.51 122.9 TOP 205 176042.50 1311494.26 sw cor talc 399 176305.40 1311592.27 120.15 CULV 1�,� �� v 206 176069.52 1311450.41 se cor talc 400 176286.95 1311600.67 118.24 CULV 3 207 176066.79 1311441.83 sw cor talc 401 176236.58 1311582.62 114.8 CRK 208 176076.41 1311438.76 nw cor talc 402 176263.03 1311602.67 116.4 CRK M ATC H LI N E VC 4+ 5 C 209 176079.14 1311447.34 ne cor colt 403 176305.70 1311626.82 118.1 CRK �L1 210 176068.21 1311446.31 cl talc 404 176331.95 1311649.10 119.3 CRK 301 176071.94 1311441.21 115.1 TOP 405 176351.16 1311668.62 120.9 CRK SCALE" 1" = 20' 302 176070.37 1311450.12 115.1 TOP 406 176364.81 1311682.59 122.0 CRK 303 176078.29 1311447.63 115.1 TOP 407 176381.93 1311701.50 123.5 CRK 304 176074.32 1311448.68 111.11 WEIR 408 176397.79 1311721.06 125.1 CRK 305 176069.30 1311445.96 108.10 IE PIPE 409 176411.97 1311740.12 126.7 CRK 1, 7' _ .306 176071 .82 1311441.50 108.16 IE PIPE 410 176440.19 1311781.31 129.2 CRK 307 176049.47 1311498.66 103.92 VALVE 411 176463.11 1311832.36 132.8 CRK LOG CHECK DAM ��� 308 176046.22 1311508.55 103.97 VALVE 801 176197.98 1311583.90 117.0 BRK TYPICAL 309 176064.14 1311509.30 105.34 INLET STR 802 176174.10 1311581.65 117.1 BRK �02J 310 176049.43 1311510.58 110.65 WEIR 803 176157.04 1311581.92 116.8 BRK �eJJ i30,0 I �� x 311 176041.57 1311501.85 115.18 INLET 804 176093.02 1311581.27 115.2 BRK ec� 312 176000.13 1311487.44 101.36 WEIR 805 176027.89 1311558.12 115.3 BRK w, Q �k f'14r. SP' 1��'°y 313 175997.41 1311495.34 107.67 OUTFALL STR 806 175998.10 1311547.34 114.9 BRK cu WI I 9 03 314 176002.72 1311479.46 107.65 OUTFALL STR 807 175977.92 1311517.33 112.6 BRK ? 3� g 3 2 > oN o, � x �,t- Z 315 176007.32 1311489.82 110.62 OUTFACE STR 808 175968.84 1311499.81 108.9 BRK Z 50 ROCK CHECK DAM i � 316 176001.34 1311478.46 106.9 TOE 809 175975.39 1311491.73 107.7 TOP TYPICAL CL �� 5�Z 19 317 176010.85 1311452.08 107.1 TOE 810 175995.09 1311500.65 108.2 TOP 318 176020.35 1311422.32 107.1 TOE 811 176002.71 1311498.39 108.4 TOE 0 319 175984.16 1311408.66 105.3 TOE 812 176001.01 1311515.74 110.5 TOE 320 175992.92 1311386.80 105.6 TOE 813 176001.24 1311535.76 114.4 BRK 00 I B �e. 321 176013.60 1311406.07 109.8 TOP 814 175984.42 1311395.97 105.29 CL 322 176022.43 1311391.95 109.8 TOP 815 176028.95 1311401.12 111.94 CL �9Z • 3g r 2� 12 I I �23 3�5 323 176054.86 1311392.29 113.9 TOP 816 176079.64 1311420.61 114.90 CL 324 176042.11 1311418.89 114.0 TOP 817 176104.22 1311435.21 115.02 CL 325 176024.48 1311473.94 114.9 TOP 818 176144.19 1311471.01 114.69 CL �• °0 363 327 176023.11 1311523.85 115.0 TOP 819 176183.44 1311507.48 116.90 CL 328 176029.29 1311506.33 115.3 TOP 820 176226.75 1311546.05 120.92 CL 55 6 Z 329 176039.69 1311502.51 114.8 TOP 821 176273.30 1311577.81 123.45 CL e� 50 ,, 330 176041.20 1311498.15 114.7 TOP 822 176318.58 1311611.35 125.47 CL QQ 331 176034.06 1311490.77 115.1 TOP 823 176170.63 1311532.13 113.08 TOE RX 12' vo V CB TYPE I - SOLID LID �� �r I 5�� x 332 176044.24 1311456.33 115.0 TOP 824 176166.56 1311531.16 113.71 TOP RX I 9 II5.1} �•1 3.b 333 176051.15 1311449.36 114.9 TOP 825 176163.79 1311532.30 112.23 TOE RX RIM EL. 115.3 NE) 5� 334 176066.85 1311441.69 114.6 TOP 826 176152.37 1311556.44 113.59 TOE RX 20 W I.E. 1 L .5 1 "+ I.E. 111 .5 �18" SW))III 6� 15 ��� �� 335 176047.94 1311439.51 114.72 TOP CL 827 176149.59 1311554.28 113.90 TOP RX 336 176037.36 1311456.62 115.12 TOP CL 828 176148.95 1311553.01 111.68 TOE RX 337 176022.92 1311497.30 115.30 TOP CL 829 176166.41 1311562.24 113.90 TOE RX 16' o� � e 36 x 338 176009.69 1311534.43 114.85 TOP CL 830 176163.70 1311558.52 114.48 TOP RX 339 176028.04 1311534.93 114.2 TOP 831 176163.07 1311557.89 113.04 TOE RX 340 176036.30 1311543.53 114.0 TOP 832 176184.82 1311542.42 113.46 TOE RX 15' J 341 176100.37 1311567.95 113.6 TOP 833 176180.92 1311540.62 114.73 TOP RX D ^`I 342 176149.36 1311569.28 114.6 TOP 834 176179.89 1311540.04 113.17 TOE RX O 343 176181.58 1311569.35 114.6 BRK 835 176196.42 1311551.32 114.14 TOE RX m 5� 344 176148.18 1311580.27 116.6 RKY 836 176193.56 1311550.19 116.15 TOP RX < e .510 o� 345 176128.14 1311580.13 115.8 RKY 837 176191.19 1311547.43 113.90 TOE RX 90 346 176104.76 1311581.22 115.9 RKY 838 176202.47 1311564.98 113.38 TOE RX 30' 347 176081.80 1311576.17 115.4 RKY 839 176200.92 1311564.70 114.60 TOP RX 348 176070.34 1311572.71 115.7 RKY 840 176198.69 1311562.98 112.75 TOE RX I $g2 i X t 349 176058.09 1311569.23 115.9 RKY 841 176210.52 1311569.98 113.67 TOE RX 5' r \350 176034.17 1311559.55 115.2 BRK 842 176210.46 1311568.78 114.59 TOP RX 0 3150 o5 352 176064.73 1311392.27 113.9 TOP 843 176208.81 1311568.94 112.93 TOE RX �g5 �ti I SPILLWAY STRUCTURE x 353 176080.71 1311400.30 114.2 TOP 844 176216.41 1311575.67 114.38 TOE RX 20' 390' 9, d5 0 2°3 3°r0 I 354 176095.16 1311417.94 114.5 TOP 845 176215.54 13115-5.85 114.79 TOP RX 355 176100.73 1311410.41 113.0 TOE 846 176214.14 1311574.23 113.73 TOE RX 6o po-yr - �lu.l Ar 356 176085.46 1311393.29 112.1 TOE 847 175253.25 1311586.95 116.98 MH I L\ 1N I i - Zo �09 357 176072.34 1311380.63 111.5 TOE 848 176253.25 1311586.95 116.98 SD " $g3 �-� '� ��9 358 176039.47 1311376.03 109.9 TOE 850 176133.31 1311511.66 109.7 TOE z uc 3+no- Q 359 176107.48 1311434.18 115.07 CB 851 176118.39 1311499.00 109.4 TOE 31 g5 360 176127.30 1311442.95 114.3 BRK 852 176113.51 1311484.10 109.2 TOE > o I ' 361 176164.01 1311477.13 115.1 BRK 853 176101.20 1311464.39 1 C9.2 TOE 0 0 59 �ti �55 0� Zoe 321 55s .1 362 176167.95 1311487.81 115.39 CB 854 176061.96 1311466.83 108.8 TOE 0 363 176189.68 1311503.27 117.1 BRK 855 176051.73 1311497.16 108.5 TOE b, 3�� 5 Z �Z 32b ��3 I 364 176225.64 1311537.75 120.6 BRK 856 176041.49 1311515.53 108.8 TOE LA_ ` �pE 10 I 365 176252.16 1311567.99 122.5 CB 857 176045.44 1311530.79 109.0 TOE 366 176248.33 1311573.15 122.4 TOP 858 176105.53 1311552.68 108.9 TOE CB TYPE I - SOLID LID - 3�5 23o�oe, 3�, 367 176208.58 1311542.45 119.6 TOP 859 176131.29 1311553.18 108.9 TOE RIM EL. 115.07 �0 368 176172.75 1311516.81 115.5 TOP 860 176134.15 1311538.93 109.2 TOE \ ' I.E. 110.0 (18" NE) 30 200 369 176145.21 1311499.75 114.4 TOP 861 176126.22 1311518.85 108.9 TOE 6Z I.E. 110.0 18" S) 5g �5� 3� ,o Q 370 176123.69 1311493.41 110.9 RAMP 211 176046.57 1311441.09 114.7 CL INT CALC �g bg9 3 70 371 176122.49 1311482.94 110.9 RAMP 864 176398.42 1311682.81 129.3 CL ��g x 3 372 176138.90 1311483.30 114.2 TOP 865 176431.04 1311720.80 132.5 CL con W 96 ��6 33 33Z 3Z5 5,, 373 176117.50 1311460.32 114.4 TOP 866 176445.02 1311737.54 133.6 CL � ,'j" �e 5,0 Sol 374 176096.38 1311443.55 114.5 TOP 867 176464.12 1311834.91 133.45 CL LOG 12' 'I FISHWAY OUTLET ,ti �, x 375 176088.80 1311439.51 114.7 TOP 868 176463.93 1311834.26 133.56 TOP LOG V °0'n'` STRUCTURE 35 2�1 �OQ ,2 376 176076.49 1311438.70 114.7 TOP 869 176463.64 1311833.42 131.92 TOE LOG C 1*Ln� 3 377 176160.79 1311523.18 110.9 TOE 870 176463.00 1311831.81 131.74 TOE RX 12' 56 35� 6� �,� SPILLWAY OUTLET STRUCTURE 378 176146.13 1311558.96 110.8 TOE 871 176462.83 1311830.94 132.97 TOP RX NN0 3 \ ��6 379 176185.82 1311558.73 112.7 CRK 872 176462.28 1311829.97 131.48 TOE RX og 380 176200.68 1311567.74 113.3 CRK 873 176452.61 1311809.48 130.66 TOE RX 10 Z 3 �, $ x505 381 176214.61 1311577.01 114.5 CRK 874 176451.42 1311807.70 130.85 TOP RX �. Z °ro �,� 384 176253.22 1311585.77 120.45 STRUCT 875 176451.77 1311807.26 129.36 TOE RX Q 385 176253.14 1311587.23 116.46 VALVE 876 176439.76 1311781.75 129.02 CL LOG 10' •-' 36"0 ADS PIPE 386 176253.67 1311589.95 116.47 STRUCT 877 176438.90 1311781.19 129.33 TOP LOG V 3g'1 323 '� a� 387 176268.16 1311564.69 122.8 BRK 878 176439.48 1311780.10 126.92 TOE LOG � x 388 176304.36 1311595.15 124.6 TOP 879 176427.24 1311761.17 127.50 TOE RX 9' C/) SAN. SEWER MH 389 176346.67 1311625.24 125.8 BRK 880 176426.77 1311761.03 127.76 TOP RX V) 9� �'O RIM.EL. 105.42 390 176386.38 1311660.99 128.5 BRK 881 176426.40 1311760.23 126.51 TOE RX Q 399' I, 9�5 CTR. CHANNEL EL. 97.4 391 176422.03 1311701.30 131.5 BRK 882 176411.05 1311739.33 126.36 TOE RX 11' oo \�o� MC a-rn0 �21 OAS Q 3511 2 GRAVEL PARKINGLr 41 Coordinate Table V 0.4 BYPASS PIPE INLET 2 �g 1 Ct v"If �6� Pt Northin Eastin Elevation Descriptor DATE OF FIELD SURVEYS: J N STRUCTURE Cl 01 N� g J 883 176410.18 1311739.24 126.89 TOP RX 300 SERIES 9/25 97 39 -gyp L� e�°r g,t6 I 884 176410.16 1311738.10 125.00 TOE RX 800 SERIES 2/5 98�� G� -7 /21 885 176398.24 1311720.77 124.99 CL LOG11 c �� t �Q \ r -�g1 ��� 125.03 TOP LOG Lj �� � �` ' � 886 176397.43 13117�9.603 123.07 TOE LOG ALL SHOTS ARE FINISHED SURFACES �„•,, H �-„ CB TYPE I - SOLID LID 1�,3 <<„�• 888 176382.16 1311700.15 122.89 TOE RX 11 c z RIM EL. 122.5 Ito -� 5 66 �� 1,k e i 889 176381.19 1311699.07 123.76 TOP RX �" c 890 176380.97 1311698.37 121.61 TOE RX s •�-- •�' o� c. o I.E. 115.8 (18" E) `1� o �Ot 891 176365.42 1311682.06 121.86 TOE RX 11' V �•+ o0C I.E. 115.8 (18" SW)) 892 176364.90 1311681.26 122.28 TOP RX 893 176364.27 1311681.16 120.64 TOE RX 894 176350.77 1311668.98 120.82 CL LOG 12' MATC H LI N E MC 4+5� 895 176350.15 1311668.55 121.01 TOP LOG 896 176349.91 1311667.78 119.45 TOE LOG 897 176332.20 1311649.26 119.14 TOE RX 9' ,S S 898 176331.20 1311648.37 119.39 TOP RX 899 176330.02 1311647.99 117.74 TOE RX �Q`�o , Z NO BENCHMARK 0 30341 g� JOB NO 6368 r/ CITY OF RENTON VERTICAL CONTROL NqL LAWO DATE 2-11 -98 POINT #1520, TOP OF HUB AND TACK SCALE 1 "-20' IN CASE APPROXIMATELY 100' NE OF EXPIRES 3-3-98 INTERSECTION OF SE 5TH STREET AND DESIGNED MAPLE VALLEY HIGHWAY DRAWN CAD ELEV. = 62.56 CHECKED APPROVED erg .1 ,far � I - - - - -- - - - - - - - - - - - - 2 � SEE SHEET "1 B" FOR REINF. — — — — — — — — — — — — — — — — — �3 D E L "A 8 D IA GI \ 17 0 2 SPILLWAY !! IA BENDING DETAILS. -T — ----� -�--� Bar Mark Qty Size Total lengt Type 'A' 'B' 'C' D 'E' 'f' 'G' 'H' 'J' 'K' '0' 'R' SXS006 16 #S 4'1" 2 10" 3'3" SXSOOS 48 #S 4'1" 2 10" 39" SXS006 16 #S 4'1" 2 10" 3'3" SX6001 16 #6 4'8" 2 1' 3'8" SX6003 SO #6 4'8" 2 1' 3'8" SX6001 16 #6 4'8" 2 1' 3'8" SXS002 S6 #S S' 11 2'6" 2'6" SXS002 44 #S S'l 11 2'6" 2'6" 16 #5 X 11'-9" 012" VERTU 4x14 #5 MK SX5002 09" CORNER BAF, I 2x11 #5 X 14'-8" 09" HORZ 401 #5 X 26'-8" 09" HORZ 16 #6 X 11'-10" 012" VERTS (a) 2x24 SX5003 (a—x)012" VERTS—LF. (x) 207 #5 X 14'-8" 09" HORZ 16 #6 X 7 —1 012 VERTS " 4x11 #5 MK SX5002 ®9" CORNER BARS 14 #5 X 7'-3" ®12" VERTS 2x25 SX6002 (a—y)®12" VERTS—O.F. (Y) (0) 2x25 #6 MK SX6003 012" DWLS—O.F. 2x24 #5 MK SX5005 012" DWLS—I.F. 16 #6 MK SX6001 012" DWLS 16 #6 MK SX6001 012" DWLS 28 #6 X 15' 012" TOP 16 #6 X 26'-10" 012" T0, 16 #5 K SX5006 012" DWLS 43 SX50 4 (a—c)09" HORZ r --� (C) 16 #5 -MK SX5006 @12 DWLS - — — — — — — — 16 #5 X 26'-10" @12" BOT 28 #5 X 15' ®12" BOT 16 #5 MK `SX50i)1 912"/ 2 #5 X 15' BOT C T I � 0 ,, 1 SECTION N 0 . 2 '----*' E SEE DETAIL $'A" D �I6 IN'4L SO-311417-TAL 5 A PROJECT: MAPLEWOOD CRK, SEDIMENTATION BASIN BY: T. BARRINGTON Reinforcing Steel — Epoxy Coated Reinforcing Steel RECONSTRUCTION & IMPROVEMENT PROJECT & Welded Wire Fabric 4 _ RMS 3 CONTRACTOR: ARM CONSTRUCTION JOB 12101996 Seattle — phone 206 735-0226 .. fax 206 833-1621 -- Rebar Seattle InCTacoma — phone (206) 272-4227 .. fax 206 272-7256 2 1 SEATTLE, WASHINGTON MCSE004 ......BO Mulling Address .. 5303 Pacific Highway East, Suite 251 .. Fife, Wa. 98424 1 o APPROVAL 9-26-96 DRAWING TITLE: SPILLWAY REINFORCING MCSE003 ......BO 91 A'P Physical Address .. 401 Alexander Ave. Bldg. 9326 .. Part of Tacoma, Wa. 98421 SHEET 1 OF 2 FILES: B.I. DWG REV DESCRIPTION DATE BY REV ISSUE RECORD DATE 1 - - — — — — — — — — — — — — — — 2 SEE SHEET "IIA" FOR REINF. .s — — — — — — — — — — — — — — — ----- BENDING DETAILS. Bar Mark Qty Size otal lengt Type 'A' 'B' C' 'D' E' IF G H' J' K' 0' R' - - — — — — - -- — — — — — — — — — SW4005 28 #4 3'6" 2 8" 2'10" SW4006 22 #4 TV 2 8" 2'10" SW4003 4 #4 ST' 2 8" 4'5" SW4009 60 1#4 5141, 17 2'8" 218" �— — — — — — — — — — SW5003 2 #S 3'6" 17 2' 1'6" SW5004 8 #S 3'6" 17 2' TV SW5005 8 #S 4' 17 2' 2' SW5002 2 1#S 4' 17 2' 2' SW4002 1 8 1#4 1 5'1 11 273" 6" 2'3" SPILLWAY KEY P LAN A G IA GI B D g D g C F17_1 OZ 17 4x3 #4 X SW4008 (a—c)®12" HORZ 2x2 #A- X 7'-9" (a) 2x11 #4 X 9'-4" 012" VERTS— _ I 2x8 #4 X 4'-8'° 012" HORZ I 60 #4 MK SW 009 012" CGRNER WIRS I 2x12 #4 X 6'-4" 012" V 46 #4 X SW4007 (a—f)®12" VERTS 2x11 #4 X 8'-8" 012" HORZ (f) (°) I 2x8 #4 X 4'-8" 012" HORZ-- 2x4 #4 MK SW4002 EQ SPC 2x2 #4 MK SW4003 L 2x 10 #5 X 8'-6" @ 12" 4x4 #4 X 2 -6 " ®12" T & B 4x8 #4 X 7' 8" c 12" HORZ —� I 14x7 4 MK SW4005 ®12" DWLS I, 2x11 4 MK SW400ri 012" DWLS I # 4 L2x6 #5X8' 6" 012' — I P— 2x12 4 X 4'-3" 012" 2x4 #5 MK SW5004 ®12" DWL 2x4 #5 MK SW5005 ®12" DWL #5 X 8'-6" 012" 2x3 #5 X 16'-6" 012" CONT 2x3 #5 X 16'-6' ®12' CONT—T & B 2 #5 X 8' 012" 2 #5 MK SW5002 012" DWL 2 , 5 MK SW5003 @12" DW!. N 0 , 3 0 SECTION S ECTI N 0 . 1 - SECTION N () . 2 5 PROJECT: MAPLEWOOD CRK. SEDIMENTATION BASIN BY: T. BARRINGTON Reinforcing Steel — Epoxy Coated Reinforcing Steel - RECONSTRUCTION & IMPROVEMENT PROJECT RR� do Welded Wire Fabric 4 Seattle — phone 206 735-0226 .. fax 20s 833-1621 3 CONTRACTOR: ARM CONSTRUCTION JOB 12101996 Rebar Seattle InCTacomo — phone �206� 272-4227 .. fax M6� 272-7256 2 1 SEATTLE, WASHINGTON MCSE002 ......BO taping Address .. 5303 Pacific Highway East, Suite 251 .. Fife, Wa. 98424 1 o PROVAL 9-26-96 DRAWING TITLE: SPILLWAY REINFORCING MCSE001 ......BO 9, Physical Address .. 401 Alexander Ave. Bldg. 9326 .. Port of Tacoma, Wa, 98421 SHEET 2 OF 2 FILES: B.I. IDWG# D REV DESCRIPTION DATE BY REV IS E RECORD DATE i I I I I I I I I 1 ► I I , 4 ' I 2 C I I BYPASS PIPE INLET KEY Y OUTLET PLAN 5 #4 MK SZ4003 @12 SZ4003 4x8 #4 MK SX4005 @12" CORNER BARS SZ4002 11 200 #4 X 9'-1" @12" VERTS—O.F. 8 #4 X 6'-10" @12" 5 #4X4 9 #4X6'-10" @12" ,-6 ®12 5 #4 X 4'-6" @12" 2x9 #4 X 9'-1" @12" VERTS—I.F. SX4005 t— 6 #4 X 3'-8" @12" 5 #4 MK SZ4002 @12" VERTS 2x8 #4 X 8'-8" 12" HOR 2x8 #4 X 8'-8" @12" HORZ 2x8 #4 X 9'-8" @12" HORZ 2x11 #4 X 8—6" @12" T & B 2x5 #4 MK SZ4001 @12" VERTS 2x10 #4 MK SX4011 @12" T & B 8 #4 X 3'-10" @12" DWLS / 9 4 MK SX4004 @12" DWLS 5 #4 X 4'-7" @12" 5 #4 MK SZ4004 8 #4 MK SX4002 @12" DWLS 9 #4 MK SX4003 @12" DWLS 2x2 #4 X 8'-6" @12" / 3 #4 X 3'-8"" 0 @112" 2x2 #4 X 9'-6" @12" 2x2 #4 X 9'-6" @12"� 4x4 #4 MK SX4005 @12" CORNER BARS 8 #4 X 3'-10" @12" DWLS 2x2 #4 X 8'-6" @12" SECTION N0 . 1EC TION N 0 . SECTION NSE CTI N NO . 4 BENDING DETAILS. Bar Mark 0ty Size Total lengt Type 'A' 'B' 'C' V 'E' 'F' 'G' I' J' Y 10' 'R' SX4002 8 #4 27'2 8" 116" 1 #4 MK SX4006 SZ4004 5 #4 27'2 8" 1'11'/4" # 2x1 #4 MK SX4009 @12" HORZ SX4003 9 #4 2'10"2 8" 2'11" 4 1 4 X 4'-2" 1A GI SX4004 9 #4 3'2 8" 2'4" / \ B SX4007a 2 #4 43'2 8" 3'7%," 2x1 #4 MK SX4008 @12" HORZ SX4001b 2 #4 4'10"2 8" 4'11'4" �— 072 SX4007( 2 #4 5'4"2 8" 4'8" ► (d) (a) ► 2x4 #4 MK SX4010 @12" SX4007d 2 #4 S110"2 81115'2%4" e p SZ4002 5 #4 4'11"2 8" 49%," L SZ4001 10 #4 4'11"2 8" 4'31/2 J 3 #4 X 9'-6" @12" HORZ 1 c SX4011 20 #4 10'10"2 8" 9'6" 8" 2x4 #4 MK SX 07ra—d)@12" VERTS / 17 SX4001 20 #4 11'2 8" 9'8" 8" o � SX4005 32 #4 4'11 2' 2'+ SX4009 2 #4 4'1"17 2'0 X" 2' A J SX4005 16 #4 4'17 2' 2' i SX4010 8 #4 4'17 2' 2' — 0 SX4008 2 #4 5'10"17 3'914"3 2' ELEVATION WEIRSZ4003 5 #4 7'9"17 2' 3'9" 2' SZ4003 S 1#4 1 7'9"17 2' 3'9" 2' SX4006 11 1#4 1 912"3 4'7'/4" 4'7'/4" I 1 1 3-1114" 6'11'/4" 5 PROJECT: MAPLEWOOD CRK. SEDIMENTATION BASIN BY:T. BARRINGTON RRIS Reinforcing Steel & Welded— Epoxy CWiredFabricorcing steel 4 RECONSTRUCTION & IMPROVEMENT PROJECT Seattle — phone (206) 735-0226 .. fax (206) 833-1621 3 CONTRACTOR: ARM CONSTRUCTION MCSE007 ......BO JOB 12101996 Rebar Seattle InCTocoma — phone (206) 272-4227 .. fax (2os) 272-7256 2 1 SEATTLE, WASHINGTON MCSE006 Mailing Address .. 5303 Pacific Highway East, Suite 251 .. Fife, We. 98424 1 o APPROVAL 9-26-96 DRAWING TITLE: FISHWAY REINFORCING & MCSE005 ......BO Physical Address .. 401 Alexander Ave. Bldg. 9326 .. Port of Tacoma, We. 98421 REV DESCRIPTION DATE BY REV ISSUE RECORD DATE BYPASS PIPE INLET REINFORCING FILES: B.I. DWG b F I L,C HAS - - - - - - — — — — — — — — .— Cb ���G�loNs 1 � \ - - — — — — — I I 2 SEE SHEET "18" FOR REINF. - - - - - - - - - - - - - - - - - - - DETAIL A 6 D IA cl — — — — — — — — — — — — — — — — , 17 072 BENDING DETAILS.PLAN KB C oILLWAY �� � �e � y S P SX5006 % #S 4'r 2 41 3'3' sxS00s 48 #5 4'r 2 4- 3'3- SXsou ib tS I 4'r 2 W 3'r SX6001 16 1#6 4'8' 2 1' 3'8' Sxiim s0 t6 4-r 2 1' 318, SX6001 % 06 4,r 2 t 318, SXS002 S6 #S S' 11 T6' TV SXS002 44 tS S' n 2'6' T6' ^i► (�f ��ME�NTREVIEW CONTRACT t16 ►�5 x 1�'—sa'�oTz���rs 4x 14 j 5 trlK SX5002 09' CORNER s— CWORAfS TO DESIGN GoNa" CONFORMS 10 DESIGN CONCEPT WI1H REVISIONS NOTED 2x11 #5 X 14'-8" 09' HORZ 4x11 5 X 26'-8" O9" HORZ \ 16 u6 X I V-10' 012' VERTS 0 D RESU9Wt >f fly nsvlew k ter dwatal contotmanoe with the dealpm oencW and contract decuawtia. Markings a colmtnenh aped mat be construed a Waving the Contractw from co►►Okanca with p►olso plans and apocifluuons. fi Contractor remains rasponalble for details and saurscx auerMltiea and dimensions, machining and fsbrlcadon processes, assembly lechniQuea, and for p•rtorminp work v 1, 4 in a sate and uenely manner. * (X) 2X17 #5 X 14'-8" 09" HORZ HA R NOR 8T. INC. (a} x24 SX5003 (a—x)012 VERTS—LF. 16 06 X 7'—1" 012" VERTS BY `—" T 4ic 11 #5 WK SX5002 O9' CORNER BARS �.. — — — — — — — — — I (a 14 #5 X 7'-3" 012" VERTS " ) 2x25 SX6002 (a—y)012" VERTS—O.F. ) { 2x25 #6 WK SX60W 012" DWLS—O.F. 2x24 #5 IAK SX5005 01'�* DWLS-1. 16 16 IAK SX6001 012" OWLS tt 16 06 IAK SX6001 012" DWLS 28 06 X 15' 012" TOP J 16 ;�6 X 26'-10' 012' TOP` 16\ K SX5006 �.1'1�DWLS + (a) \. 4x3 SX50 4 (a—c)09" HORZ LC)16 05 WK SX5006 012- DWLS — — — — — — —' 16 #5 X 26'-10" 012' BOT I 1 28 #5 X 15' 012" BOT 16 #5 WK �X5001 012" 2 05 X 15 BOT SECTION NO . 2 SECTION 04, as ��I,�om� SEE DETAIL A R d R c T I&Av3 P H c PROJECT: MAPLEWOOD CRK. SEDIMENTATION BASIN BY: T. BARRINGTON t Reinforoinq st6el — Epoxy Coated Reinforcing St" RECONSTRUCTION & IMPROVEMENT PROJECT a Welded Wire Font 4 6RM CONTRACTOR: ARM CONSTRUCTION JGB 121 u1996 I Seattle — phone 206 733-0226 .. fox S206 033-1621 AA -A Tacama - P� 1204 272-4127 felt (206) 272-72M SEATTLE, WASNINGTON MCSE004 BO Rebor $cattle Inc. 1 APPROVAL 9-26-96 DRAWING TITLE: SPILLWAY REINFORCING MCSE003 ......BO tt 1 Alt lingln9 "dnw .. 5303 Pacific Highway Eaat, Suit 231 .. Fife, Wo. SW4 1 D p �; Addr w 401 AWxww r Am lido. 9326 .. Pert of Teaonno. We. "421 REV DESCRIPTION DATE BY I REV ISSUE i lCORD DATE SHEET 1 OF 2 FILES: B.I. DWG 1 3 - - - - - - - - - - - - - - - - 2 SEE SHEET "IA" FOR REINF. J --- --- -- -- -- BENDING DETAILS. BIN Mork Oly Isize tow kng 'A' V 'C' '0' r Or 'G' 'H' 'J' 1(' 10' 'R' - - — - - - - — - - - _ _ _ _ - - sw4105 21 104 31612 a- Tic" swak 22 1 µ 3.6. 2 a• TV, sw4003 6 #4 sr 2 a• 45, sw5oo3 2 #5 3'6• n r r6 WSW I Is 3.6' n 2' TV sww I 1#5 6' n r r sw5II2 2 is v n r r sw6lo2 I 04 s n Tr6• r3' SPILLWAY KEY PLAN A C IA a • 17 D 02 17 j DOCUMENT REVIEW CONTRACT 0 r 4x3 #4 X SW4008 (a—c)012" HORZ ('1 WOO" TO D[iIGN CONCEPT 2x2 #4 X 7'-9" Carts TO USIGN f; KEPt W11H REVLW4 NaM ' r_I AEV& AND aMUMT The review is for 9~0 "nfonnance with Me deal" concept and wntract documents. Markings or COMMON to shalt not be conatued u "Alevinp the GOntrufor frost (a) cornowics with project plans and speolfud"s. Contractor remains responalbW for data" and *"uracx quanntles and dlmenslons, eeachlnlnp and fabdcadon processes. assembly techniques, and for pe110fmln9 work 201 #4 X 9'-4" 012" VERTS in a sale and turwly manner. HAR �IoFIT- -// INC. 2x84 X 4'-8' 012" HORZ I / 6 #4 MK SW 012' CORNER S I- 2x12 �4 X 6'—�"_ 012" V - 4x6 #4 X SW4007 (a—f)012" VERTS 2x11 #4 X 8'-8" 012" HORZ 2x4 #4 MK SW4002 EQ SPC 2x8 #4 X 4'-8" 012" HORZ 2x2 #4 MK SW4003 ^ l 200 #5X W—e" 012e I 1 4X8 #4 X 7' 8" 612" Z 4x4 #4 X 2'-6" 012" T do B 2x 11 4 MK SW4006 012" OWLS 14x7 #4 MK SW4005 012 OWLS 2 /5Xe' 8" 012' 2x4 /5 MK SW5004 012e DWI. 2x4 #5 MK SW5005 012e OWL 202 #4 X 4'-3" 012"t—zl moo" 2x6 #5 X 8'-6" 012" 2x3 /5 X 16'-6" 012" CONT 2x3 #5 X 16'-6' 012" CONT—T & 8 2 #5 X 8' 012" WOO 2 #5 MK SW5002 012" OWL SECTION 2 #5 MK SW5003 012" DWI-- WL NO * 3 SECTION N 0 , 1 SECTION NO . 5A PROJECT: MAPLEWOOD CRK. SEDIMENTATION BASIN BY: T. BARRINGTON Reinforcing Steel - Epoxy Coated Reinforcing Steel RECONSTRUCTION do IMPROVEMENT PROJECT RM` Welded Wtrr Fabric 4 Seattle — phone 206 735-022e .. fcle Zoe 833-1621 CONTRACTOR: ARM CONSTRUCTION JOB 12101996 Rebar Seattle InCTaaoma - phone �2oe� 272-4227 .. fax �2ofs3 272-7256 1 SEATTLE, WASHINGTON MCSE002 .....BO ` Mailing Address .. 5303 Poofflo Highway East, Suite 251 .. nfe, Wo. 99424 1 0 APPROVAL 9-26-96 DRAWING TITLE: SPILLWAY REINFORCING MCSE001 ......BO rt ►+ Physical Address .. 401 Alexander Ave. Bldg. 9326 .. Port of Taoorna, Wo. 98421 REV DESCRIPTION DATE BY REV ISSUE RECORD DATE SHEET 2 OF 2 FILES: B.I. DWG B i I � I I t I I r I 1 I I 4 'I DOCUMENT REVIEW CONTRACT • FT/ l suawlTTu. • � — — — — — — CORMS TO DESIGN CONCEPT 0 c*JONFORws To DESIGN CONCEPT WITH REVISIONS NOTED O REVISE AND RESUBMIT C The review It for general contormance with the declgn oenow and c4rwaci documents. Markings or comments aMM not be conaVued as relleving the Contractor trom compliance with piolact plans and spacftatiow Contractor ramslns teaponsible for details and accurst% Quantities and dimensions, machining and iaWcation — — — — — — Processes, assembly techniques. And tar perlotming Mork In a sate and timely manner, HA NOR'nFES , C. DAM BYPASS PIPE I N LET FISHWAY OUTLET KEY PLAN 5 #4 MK SZ4003 012" SZ4003 08 #4 MK SX4005 012" CORNER BARS SZ4002 TE #4 X 9'-1" 012" VERTS-I.F. " 8 #4X6'-10" 012" 5 #4X4'-6" 012" 1 . 2x10 #4 X 9 -1 012 VERTS-O.F. 5 #4 X 4 -6 012 -- 2x9 9 #4 X 6'-10" ®12" 11 SX4005 8 #4 X 3'-8" 012" 5 #4 MK SZ4002 012" VERTS 2x8 #4 X 8'-8" 12" HOR 2x8 #4 X 8'-8" 012" HORZ 2x8 #4 X 9'-8" 012" HORZ 2x11 #4 X 8 -6" 012" T B 2x5 #4 MK SZ4001 012" VERTS 2x10 #4 MK SX4011 0 2" T do B 8 #4 X 3'-10" 012" DWLS — 9 4 MK SX4004 012" DWLS 5 #4X4'-7" 012" 5 04 MK SZ4004 012" 8 #4 MK SX4002 012" DWLS- 9 #4 MK SX4003 012" DWLS 3 04 X 3'-8" 012" 2x2 #4 X 8'-6" 012" 2x2 #4 X 9'-6" 012" 2x2 #4 X 9'-6" 012 4x4 #4 MK SX4005 012" CORNER BARS 8 #4 X 3'-10" 012" DWLS 2x2 #4 X 8'-6" 012" SECTION NO . 3 SECTION NO . 4 SECTION NO . 1 SECTION N 0 . 2 BENDING DETAILS. Bar Ikrk Oty SZe OWI long * 'A' 'B' 'C' 10, 'E' 'F' '�, W. OX Y '0' 'R' SX4002 8 #4 1'2" 2 1 8' 1'6' SZ4004 S #4 2'1" 2 8' t11 X' —1 #4 MK SX4006 4 MK SX4009 012" HORZ SX4003 9 N4 2'10" 2 8' 1'1X' 2x1 --1 #4 X 4'-2" # A GI SX4004 9 N4 3' 2 8' 2'4" / SX4007a 1 #4 0' 2 8' 31 l 2x1 #4 MK SX4008 012" HORZ SX4007b 2 #4 4'10" 1 J 8" 4'1!L' l 2x4 #4 MK SX4010 012" 02 SX4001c 1 N4 5'4" 2 8' 4'8' L(d) (0) i SX4007d 2 N4 Sl' 2 B' 5'2 X" D SZ4002 S #4 4'11" 2 8" 4'3 Y,' B c— _ — — — — J SZ4001 10 #4 4'11" 2 8" 4'3 L 14" 3 #4 X 9'-6" 012" HORZ I SX4011 20 #4 10'10" 2 8" 9'6' 8" 2x4 14 MK SX 07� (0-d)012" VERTS � \ / 17 SX4001 10 �4 11' 2 B' 78' 8" o SX4005 32 1#4 4117 1' 2' FBi I i SX4009 1 1#4 yr 17 2'0 X" 1' J — H SX4005 t6 1#4 4' 17 r 2' SX4010 8 04 4117 r 2' 0 3 SX4008 2 #4 S'10" 17 3'9 V 2' SZ4003 S #4 7'9" 17 2' 319" 2' 319" 2' WEIR ' ELEVATION 2 SZ4003 S k4 1+7" 3 SX4006 1 #4 9 4'1 X-1 41 X" 311 X- 6'lt X" 5 A PROJECT: MAPLEWOOD CRK. SEDIMENTATION BASIN BY: T. BARRINGTON RRIS Reinforcing Steel posy CoatedFabric Reinforcing Steel 4 RECONSTRUCTION & IMPROVEMENT PROJECT Seattle - phone208 CONTRACTOR: ARM CONSTRUCTION MCSE007 ......BO JOB 12101996 .. Rebar Seattle InCTacoma — phone (208) 735-0228 fax208 833-1821 272-4227 .. fax 208 272-7256 2 1 SEATTLE, WASHINGTON MCSE006 .....BO t Mailing Address .. 5303 Pacific Highway East, Suits 251 .. Fite, Wa. 98424 1 o APPROVAL 9-26-96 DRAWING TITLE: FISHWAY REINFORCING & MCSE005 ......BO rt tr Physical Address .. 401 Alexander Ave. Bldg. 9326 .. Port of Tacoma. Wa. 98421 BYPASS PIPE INLET REINFORCING FILES: B.I. DWG 2 a REV DESCRIPTION DATE BY REV ISSUE RECORD DATE