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Home My WebLink AboutWWP2702110(1) BEGINNING OF. FILE FILE TITLE Pam 7 Ow 1 /0 90477)AI C8b 9EWER REPLACEMENT C�993� I�ps� - MA7sRIRls A f� n � fa..!w.c RU SEr++ EA Kt .'L i+c S••.t♦T z O ui� ctS� O� 1 U Y ADVANCED DRAINAGES YSTEMS, INC - r Price List & Order Form Effective: September 1, 1990 Revision: February 1, 1992 ADS sates Engmner_ Project Name --------" Location Phone# Contrar•.tor Name Contracts Signature of Approval Date /i ADS GASKETED FITTI; -G-THERMO-MOLDED OUT OF PVC SDR 35 PIPE N- 12 Wye 0"-7M SI:• Ploauct Llmen.lon. weight PCa List T.Ml Ortle,a0 De with N-12branch .Y.' s� � 2zr zzs• {sl• Z 'D'' c,a• P,k• P,K• z o 11 5 6'x{• M91 AG IS 50* 3.25- 2.25- Boo' s,25' 3.5 8'x6" 0652 AG 1100' 3.25- 3.25- 9.50• 6.7s- 5.0 s 21 75 i 15 75 t LB'x{' W92 AG 2025' {25' 2.25' I I.76' 7 Do- D f 29.50 I 6'x6. D092 AG 22.25' {25- 3.25- 11.50.8.25- 10.5 e'x8' OBB3 AG 21.00' 6.26' •.25' i3.50'125' $3514.0 342.75 1 t 0'v.' 1091 AG 23.50' 5.25' 3 M' 13 75- 925- 16.0 22 10'x8' 1091 AG i"So 1 27.75' 5.25- 3.25- 13.75' B 60' 16.0 t6 f 66.73 00 10 093 AG 2]]S' S.26' {25' 1{.50'p]S' 19.5 1 10Y10' togs AG 32.00' 5.25' 6.25- 17.00'10.25' 2 f 72.00 z6.o t1 s6700 12'x4' 1291 AG 25.75' 6.00- 2 25- 1400.10.15' 19! 13 5 66.50 t 2YS' 1292 AG 2825' 600' 325' 16.26-11.01' 220 /2 f]860 12Y6' 1293 AG 30 75' 6.00' {.2S' 15 SO.11 25' 2).0 12Y10' 129s AG 31 M, $W 525' 177 f9300 5'11.73' 33.0 S $107.00 12'x12' 1591 All 37.25- Still' 6.00' 2000.1200• {00 6 $1.0.00 1 15Y{' 1521 AG 25.50' 6.50' 275' '&25.12.75' 15Y6' 1592 AG 3100' 6.50' 3]5' 17.50.1300° 105 7 :136.60 1SNBI'XIG 1593 AG 33.60' 6.50' {50' 18.75.13.50° {35 7 sw.?o 16Y10' t59{AG 36.50' 65V 5.25- 20.50't{.00- 53.0 5 $179,15 1SY12- 1SX AG 38 Do 6.50• Soo- 2150°14.25' Goo { $20110 15Y1S- IS96AG •{till• 6.50' 6,50• 24.50'19.00- 74.0 3 8MAD 18-W 1991 AG 29.M )50' 2 75• 19 25'16.50- s30 6 f 766.16 15Y6' 1892 AG 3250' 7.50' 3,75' 20.75•t7.00' 57.0 6 S283.10 , 15Y6' 1893 AG 3{.50' 7.50- 4.50 67 22.25'17.50' .0 { $29L10 .i_ 18'xl0' 1B9{AG 3900- 7.5V 5.25- 2{.00'eS00' 67.0 { f312.2 15'x12' tB95 AG 42 50' 7.50• 8.00' 26.00'18.50- 86.0 3 f 322 80 16Y15' 1S96AG 45.00• 750• 6,50' 27.25'I900' Iwo 2 fJ{8.50 16'x18' 1B31AG ,itp0• 7,50' 750- 30.50.22.00' t46.0 2 5363.55 N-12 Elbow Gue 6y bn ADS %otluctDimen•bm O,tl.retl D mM A Wapnt Pea List Told 90 UMXG Z5. De. OrsH PIk1 %qs 22 S' 0690 AG 3.25' 9.00' 7.75' 9.0 f8.Do C IM0890 AG x.25' 15.50° t250' 120 10' 3325 1090 AG 5 25' 23 00' 15.00' $65 oo t2' t 290 AG 6 till' 26 75' 18.00' 22.5 9 S 85.00 9!1 36.6 6 f 107.00 t 5' 1590 AG 6 50- 32 till' 23.Do. 60 0 3 S 25000 6" 1890 AC f 300 till N•12 Elbow Ouenmy S0 ADS Protlud Olmenaons Glee.•tl D cotls q WIpM Pea Ll.t Taa 45` { 04a5A 2 lee. ^.et• Price %K• 5' 25' S. 5' 1. 5. 6' 06x5 AG 325' a 50' Z]S' 2.5 6' OB{6 AG 425' 8.50' 12.SO' 6.0 f2.25 .' IT t045 AG 5.25, 10.00' 15.00- t{5 19 S2503 1' S{9.00 2" 12.5 AG 6D0' 12.25' IBM- z I t5' 1545 AG 6.50- 14.75' 23.5 9 f7300 18- 1S45A0 �'� 39.0 5 St{2.00 N•12 Elbow tA'md, Size ADS Plotluct Ulmenelene Weight t L TotaOltl • D code A�I2 ID..] cra. price %c2.2.5 a -- 5�_- 6' M22 AG 325' 175' 7.75' 4.1 to- 0B22 AG A25' x.50' 12.W S.S f2tp0 r M AG 5.25' 5 50' 15.00- 10.0 32 f77.5p 12' 1222 AG 6.00' 6W 1800• 16,5 14 is- 1622AG 5.50• 7.75- 56500 Is- 1822 AG 23'00' 28.0 8 S 112.00 �� i 128.00 ADS GASKETED FITTING—THERMO-MOLDED OUT OF PVC SDR 35 PIPE N•12 Adapter oantemd go JADS !2 ' Pr.duct Zmenaons r �Dilt crawl. v Ice Pricewith 3DR 35 spigot t s s 5 a6' ' 8.00' 3.25' 15 S950 8' ' 10.25' t25' .0 S1200 10' ' 12.50' 525' 85 52A25 2' 1.00' 6 00' 115 S 09.50t 5' 15.50' 6.25 220 S t.83 to' ' tam. 6.D0' 350 $7675 L i — N-12 Adapter ou.nury St.' ADS Product DlmeneWe. Weight Pc, Lis( Tow Ordered D cod. A L • lb,. Crete Prk. Pig. with SDP 35 Bell t 0469A 225" 525 275; 05 ST.25 6' M69 AG 3.25" 8.00 3 75' 1.5 Se 10 M 6' 0869 AG t25' 10.25' t.25' 40 S/et0 10" M9 AG 525' 1250' S.25' 70 3] 52L 0 2' 1269 AG '00' 4.W' 8.00" 1.i 2] S38 re 15' 1569 AG 65u ;5 50, 6.T5' 240 15 S41.5,0 L 1 1869 AG 7 K. 1600' 7 50' 370 3 $65 40 1` I N-12 Coupling ou.oury St.. ADS Pro duct rlmansions Weigh Pc. LIST Total Ordered D code L A Ibe. Cate Price Price a' 0e]t 00" 2. 15 $300 6' 0621 AG 7 50" 3 25" is $5.60 8' 0621 AG 1025' 435- AO $970 ��}}�//''��] 10' 1071 AG 12.50' 5 25' 6.5 31 519.05 FL�'� IF1271 AG It DO' 6.D0' 11.5 22 $31 70 it. 1 is- 1511 AG IS so. 6 50' 22.0 15 5 39.60 L 18' 1871 AG 16.00' 750' 350 8 MOO i i y 1 c "-1 N-12 End Cap Ouanl;ip Size ADS Product Dimension. Wfight Pc. LIST Total a Ordered 0 code L A tib..l Calls Prk. I.. f+ _ 1 4702— 525' 3 25' 1 0 S B SC 08 8' 32 AG 515' 325' 1.5 S10SO tl' Od32 AS 8 00' 425' 40 S 18.00 di 1832 AG 12 00 0 t 5' �' IN.— 27.0 12 $96,55 •1 1 ADS GASKETED FITTING-THERMO•MOLDED OUT r F PVC SDR 35 PIPE N-12 Tee Oaamrty size A05 Plol01men•l0n• efli Pcal u•t Total Ordered o-a rde L A • 21 Ib•. Crals Prk• P'. r with N•12branch axs' r.,-A 1050 2.2 ' 225' 3.W' I.o�-/ 6'0 0681 AG 13.W' 3 25' 4 25' a 00' 2.5 $15.25 r 6'x6' W82 AG 15.W` 3.25' 3.25' 0.25' 15 $17W r .I 8"x0' 0881 AG 1L50' 425' 2.25' S.W' 7 0 $26.50 51x6' 0882 AG 19.25' 425' 3.25' 5,25' 8.0 $3030 8"x8' 0883 AG 22.W' 425' 0.25' 525' 95 $36% 10'x0' 1081 AG 20.50' 5.25' 225' am, 11_5 20 S 02.50 10'x6' 1082 AG 22.W' 5.25' 325' 6.25' 12.5 22 $09.W 10'xe' 1083 AG 23.75' 5.25' 0.25' 6.50' 10.5 16 552.50 10'c10' 1080 AG 2725' 5.25' 5.25' 6.W' 1l0 10 66950 12"s0' 1281 AG 22.75' 6.W' 2.25' 7.25' 17.5 18 $60.50 12'x6' 12N AG 2125' 6.W' 3.25' 7.26' 18.0 13 $61.W 12'x8' 12M AG 2600' 6W' 025' 7.50' 195 12 $]].W 12'.V 1260 AG 28.00' 600' 525' ]]6' 216 10 $95,00 12'x12' 1285 AG 31.50' 6.00' 8W' ].]5" 28.5 9 5110.W 15'x0' 17,81 AS 25.Do 6.50' 275' 875' 31.0 8 $1 W 65 15'x6' 1582 AS 2675' 650' 375' 875" 30A 8 S'1695 15'x8' 1583 AG 26 an' b.00' 0.51, 9.00' 30.0 7 $127.05 ' 15'x10' 15M AG 30.50' a M 5.25' 9.25' 02.5 6 $146 W 15'02' 1585 AG 3225' 6. 3' 6.00' 9.25' 05.5 6 515670 15'x15' 1586 AG 3].W' 6.50` 6.W' 9.50' 550 0 SIM85 18'x0` tBBt AG 2700' 750' 275' 11.50' 090 fi $20935 18'x6' 1862 AG 20 W" 250' 0]5' 11,54. 52 0 6 $26].10 18'x8 1883 AG 30 60' ]50' 0.50' 12.W" 56 a 0 $268.80 18'x 10 1880 AG 3250" ].SO' 5.25' 12 W' 62.0 0 3290A0 18"xl2 1985 AG 3050' 7.50' 6.00' 12 W' 670 3 S3WW .1 19'x15' 1886 AG 3t50' 7.60' 6.25' 13.W' ]].0 3 $32880 It..a 1887AG 4300 ]50' ).SC' 13.W' 86.0 2 $3030 SLIP COUPLING Quantity size ADS Product Dimensions Ill Pca Ll t Total Ordered D-d code L A • 21 22 Ibe. Cate Prke Price for repairing lines 0 005 1 0 ]50 225 525 275 6 z5 6' 0675 AG ism 11.50 3.25 8.W 4.25 $11 W is 8' 087p AG 2050 15.50 025 1050 550 $1600 �- t0' 1075 AG 25.W 19W 525 13W 6W S35.W t2' 275 AG 28.W 21 0 0 6W 100 $8 DO 15' 18]5 AG 31W 235 650 16W 8 DO. W $44 25 id' 1875 AG 36.00 2100 750 IB.W 9.W $1,5.00 11.1j l r +J i SEWER GRADE FITTING FOR GASKETED N-12 PIPE is ThERMO-MOLDED OUT OF PVC SDR 35 PIPE 1 TEE•WYE OwntM Sln ADS P19411cl elm•n•1•n• •'s ret Lltl Total With N-12 branch Gmve Da code L A zt u In• Cr•t• Prk• Pr <'z•' 1211 2.25 2.25 6.00 9.25 12.50 6'x4' WLS AG 15.W 325 2.25 8.50 10.25 1580 - 6'1 . 06%AG 16.00 3.23 325 1180 13.25 2055 B'xa 0635 rG 20 M 425 2.25 9.00 1175 24 25 8'x6- 0336 AG 22.25 4.25 In 11.50 1425 31.00 8'x8' C837 AG 36 00 O25 4.25 13 SO 16.25 45.80 10'x4' 1036 AG 23.W 5.25 225 9.50 12.75 1450 46 'S 10'x6- 1036 AG 26 00 5.25 325 12.00 15.25 18 00 49.85 IW9' 1037AG 277S S.25 4.25 14M 17.50 24.00 72.30 12'.4' 1235 AG 2575 8.W 2.25 10.00 13.75 22.50 50.25 12�15' 123E AC 28.25 6.00 3.25 12.50 1625 25.50 W 90 12k8' 1237 AG 30.75 600 4.25 15.00 18.50 40 OD 54.W 15'x4' 1535 AG 28.50 8.50 2.25 MOD 15 W 36AO 82.10 15'xS' 153E AG 3100 650 3.25 13.50 1775 41.50 97.65 15'xB' 1537AG 53.W e.W 4.25 1e00 20.00 46.0D 120.35 18'x4. 1635 AG 3300 7.W 2.25 13.00 1e75 MSO 186.55 16'x6' t836 AG 36.N 7W 3.25 1i.5019.25 MW 2D2.50 18'xB' 1837 AG 3850 7.50 4.25 1800 21.50 89.00 919.80 I INCREASER aa'arl«o oa cede Product el pnuon•. •IDh1 c m vlm. P el concentric 6'xa 6 1A 67s 325 225 4W 8'xv O011 AG 1025 4.25 225 19.W 8'xS' 0612AG 11.25 4.25 325 21.50 I t0N4' 1011 AG 9.50 $25 225 a 5280 iOW 1012AG 10.50 525 325 8.00 3.20 10'x8' lOt3AG 11.76 5.25 4.50 800 3635 12-XV 1211 AG 10.25 6.00 2.25 12.00 4185 t2Y6' 1212 AG 1125 800 3.25 1200 43W _ 1"' 1213AG 12.50 600 4.50 13.00 47.50 121x10' 1214 AG 1375 6.00 6.00 1e00 5000 1 SN4' 1511 AG 11.25 650 225 17.50 6325 15-W 1512 AG 12.25 6.60 3.25 17.50 1500 1SM8' 1513 AG 13.W 6.50 /.50 18.50 68.25 15'x10' 1514AG 14.75 6.54, 525 20.60 W00 15Y12. 151SAG 15.50 610 6.00 M100 85,00 te'x•' 1811 AG 12.50 7.W 2.25 26.OD 1%.85 15k6' 1812 AG 13.50 7.50 3.25 MOO 11e95 1"' 1013 AG 14.75 7.W •.SO 2700 120.65 16'x10' 1814 AG 16.00 7.W 5.25 29.00 124 35 18t12' 1815 AG 15.75 7.SO 6,OD 31 W 130.OD 1S'05" 1016 AG 17,75 7.50 6W 36.00 141.20 IMF F C SEWER GRADE FITTING FOR GASKETED N-12 PIPE THERMO-MOLDED OUT OF PVC SDR 36 PIPE TEE O'�enmy "'to: les ADS Preeuct Elmenslee. wolght Pew list l0bl with SDR 35 branch oleolea oa co.. L A . 21 ie. c].t. "'I". Price 0a61 A 10.50 2. 53QJ 1.W 9.21 (ATSM D•3034) 6'.6' 0661 AG 13W 325 275 eM 300 1125 'u.6' 0662 AG 15.W 3.25 375 4.25 a.W 1323 r-=-� 610- M61 AG 1].50 6.25 275 5.25 B.W 1948 2295 8'x5' 0862 AG 22 00 425 3.50 525 0 5 22 95 � B"x8 0863 AG 22.M 425 a.50 5.25 t050 2815 10-4- 1W AG 2200 525 375 6.25 14W 31.51 J 10'x6' IO AG 22.W 525 450 625 16M 3]./5 10'x8' 1063 AG 27 25 525 lM 6.50 18 W 4075 W 80 10'x10' 1066 AG 2]25 526 535 B.50 1950 53.80 12'0' 1261 AG 2275 6.W 215 7.25 19.50 62.25 12'.9' 1262 AG 2425 600 3.75 7.25 2050 4715 12'x8' 1263 AG 26.00 6.W 450 7.50 22.50 Mae 12'x10' 1266 AG 28.M 8.W 525 2.75 27M W75 12'x12' 12M AG 31.W 6.W 6W ]]5 3250 sow 15'x6" 1561 Al, 25.M 6.50 275 8 75 31.00 72.65 15-.6" 1562 AG 2675 6.50 375 875 34 W 8230 15'.8' 1M3 AG 28.50 6.50 450 9.00 38.W 89.be 15'x10' 1566 AG 30.50 6.% 525 9.25 4250 105.M 15"x12' 1565 AG 3225 6 50 6.M 925 65.50 112.W 15'05 15M AG 37.00 6.50 6.M 9.50 5500 142,75 18'x6' 1861 AG PM ]W 275 11.W 69.W 174.00 1862 AG 29W ].50 3.75 1150 52.W 187.00 1 B'xB" t863 AG 3050 ].50 4.50 12.M 56.W 166.M 18'b0 18"AG 3250 ]W 525 1250 62 M 206 M 18'x/2' 1865 AG 34 50 ].50 6.00 2.50 6700 212.00 18'x15' 1866 AG 3].50 ]50 6.M 950 ]].M 236.W t B'x1B' 1B8]AG 63M 750 ].50 1300 woo 251.50 i I R ) a j d r SEWERO PE THERMO-MOLDED OUT OF PVC SDF% 35 PIPE WYE Gp.n51y 81" ADS PrPtluet 61ma..I n. Wlyln Pool List Total '",:4 Qr4H� ry Cd L A . Zt Z2 I6. cloW Pro. Proe with SDR 35 branch A.4 0401 A 1 7s 2.25 2.7s 4 5. .50 9. 6•.4. 0601 AG 1503.25 275 SW 625 4.0 11.0 {I (ATSM D-3034) 6'.6' 002 AG 18.00 325 375 9.50 6.75 600 1S.0 F 1015 7,0 9.0 21,25 ff 6'.a' 0301 AG 20.0 4.25 2]5 11.0 a.00 11.0 26]6 '� 6'.6' 0002 AG 22.25425 3.15 �40 I L 9'xB' M02 AS 22.26 4,26 315 13.0 6.25 IS.O 1 3.n 10'.4' t001 AG Y350525 2.75 120 925 1500 4210 10.6' 1002 AG 26,00 5,26 37! 1].75 9.0 1750 SS.K 10'x8' 1003AG 21.J5 525 4.25 17,0 10,5 21,0 saw 1M.1M 1004 AG 3200 525 525 17.0 1025 26.0 12'.4• 1201 AG 25./5 6.0 2.75 14.0 10.75 22.00 a725 12NW 1202 AG 28.26 6.0 3.1! 16.25 11.00 24.50 SA� f _ 12ti6' 1203 AG75 0.75 6.00 4.0 11 IT0 11.23 0.00 12: 1205 AG 3125 6 00 6.00 20 00 12 00 a 00 �'� 8,25 12 TS 350 79.25 15'M• 101 AG 2850 6,50 2.75.,. 17..0130 .0 93.25 I 310080 375 130 4350103.6 13'.B' 50 AG 3506.040 2050I0 530 12615 15'.10' 104 AG 36080 525 s 25 143.40 1Sx1M 106 AG 44006.0 6.0 24501900 1lM tBJ.SS Ill a- 1604 AG 2900 7.0 '75 1925 6.0 53.00 13565 9 18'.6' 1802 AG 32.0 7.0 3.75 20.75 17 00 5100 9.20 65 t6Y8' t003 AG 34.507.0 '0 22251T50 67.00 20 80 1 B'a10' 1a AG 39,01.50 5.25 2400180 I9.W 2210 1B41M 1605 AG 42.0 7 0 8.00 26.03 18 SC 06.0 246.20 16 RIM 1607 AG 5100 7.0 T.0 30.50 22.0 14S.0 2620 SEWER GRADE PIPE _ o �t umo.r DIY 4 N35 6' X35 8. 35 ID 10 1035 1 I 2' 1223 5, 15 35 1 1�. I 0 ut.o 1 M t llid1 ma ta.ory i i IL 4 { Y ti; Notes: I 1 I OW Nationwide Sales and Manufacturing Network Madera,CA 800-733-1993 Charlotte,NC 800-733.6133 Monticello,IL 800-733-9a49 London.OH 800-733-9554 Iowa City,IA 800.733.3689 Brentwood,TN 800-733-9964 Ludlow,MA 800-733-9080 Wash.,ugel,WA 800-733-8523 a Owosso.MI 800-733-5208 Longwood,FL 800-733-1974 I k� r REQUEST FOR APPROVAL OF MATERIAL SOURCES t SF N. I Date-2/1/94 Project No. C"A6_ f.�-CL'i' r Project Name: Rente BD SE Replacelmnt Pro1eCt Bid So_umes of SuPPIy is Item N Descri lion of Material Local Su tier Manufactures s Brand ut Pit N Approval. . 4,10 6", 8" PVC PIPE WOSCO PW PIPE 4,10 PVC FITTINGS WUSR7 GPK lwwe� 5, 11 6" A 8" DI CL 52 PIPE WUSOD U.S. PIPE +Y/R�.<•' i 5, 11 DI FTPINGS llUSOO ''LER PIPE j 6 CPEO PIPE ADS •i�i .m ... 7, 8 CONCRETE; MANHOLE PIPE. ACL't4A PLANT 4nWw v^ 9 POLY MANHOLE AM ME 7,8, 9,12 MANHOLE CASTINGS, MEANOVP CASTINGS OLYMPIC FOUNDRY SAME ITisV l 15 SELECT IMPORT BACKFILL CARMAN IT N A-455 'WYD S 8 G PIT N B-220 -+ PAI14M COKING PIT M A-504 COAL CONCRETE FUR M1H'S CHANNELS & EN.ASEME4T CADMAN SEATTLE PLANT ' SIONEWAY REN(ON PLANT Tw m 17 5/8" TOP COURSE CADMAN A-455 ALI.2 COKING COAL A-504 4, 10 FLExIBLE PIPE BEDDING CARMAN A-455 PALMER CORING CDA, A-504 LAKESIDE A-477 5,11 RIGID PIPE BEDD'AG CARMAN A-455 PALMER CAKING ON A-504 . r M.A. SEGALE A-464 25 TOP SOIL RENTON SAND 8 GRAVE: SAME 25 SOC EMERALD TURF SAME 7Pt ' 17 5/1" TOP COURSE SEGALE A-464 LLOYD S 8 G B-220 - Conuxror: G Su6miucd bY: 44- : A, A&C&EV.47rr .w wpY",4 IF- n -IC 'P AIL ~r A-o /-t?T C-�'/.>;f<T T w,. far" R2Y:k'�.IBD npLY[.ta'IJ N/I>jyPJ.IC. 4//l L (�E' Af.a.O�/E"D /� /T Y/CZf7S GOMR�fCT 3F7RU U.T, } KING CONSTRUCTION COL, INC a�� o� �apa�ao44raa KING-s.C'209 PH 133131/x 8th SVeat East Sumner, Washington'd8390 (206)838.7819 •(206)863.0935 February 1, 1994 1 94-3 CITY OF RENTON John Hobson.. _ _ TO _ PUBLIJ WORKS DEPARTMENT Renton .CUD Sewer Replacement _ 200 MILL AVENUE SOUTH_- ----- - ----- RENTON- WA Q8.055 __ — GENTLEMEN WE ARE SENDING YW XXAhmhed ❑Unoer separate weer na the tpllowv.g den" ❑Snap drawings O Pnnb G Plans ❑sampbs ❑Spemhcatlons ❑Cxn of kUer ❑Change atler ❑ cnees 11.11 01N t. 4 1 GPK CATALOG CUTS 4 2 GP K MH ADAPTER CATALOG CUT 4 3 ROMAC LCT MH ADAPTER GASKET CATALOG CI` 4 4 PW PIPE PVC SEWER PII0 CATALOG CUT f 4 5 FERNCO FLEXIBLE COUPLINGS CATALOG CUT t 4_ __. _ 6 PIPE INC. MANHOLE CATALOG CUT 4 7 OLYMPIC FOUNDRY CLEAN OUT COVER CATALOG CUT 4 8 OLYMPIC FOUNDRY MH CASTING CATALOG CUT THESE ARE TRANSMITTED at,checked bebw. X)Fa apMoval ❑Approved as wI Mvttad ❑Rt,u.ee d___copies la apppeal OF., row use O Applpvea as npiM ❑Subnxl man br dstnbutm D As repuested O Returned 1a w'MMs ❑Return_-_wa ed prints ❑Fa ev*w and coen".1 ❑_--.___--_____ ._. _ _ ❑FOR BIDS DUE--- — _ __—H—___❑PRINTS RETLIRWD AFTER LOAN TO US jREMARKS------ ——— — —-- COPY TO FILE SIGNFD_BRAD-.HQLT_____-____-_______——_--_—_ n rrM'Maun. ar•.rue ea rorN surah rwnry w ex oa+ ' 1 O se•x I t ,s V Ti d 1- F F E B— 1 T — 9 4 T H U to : 4 7 KING ' i ai.�4i C•IMVN V I KING CONSTRUCTION CO., INC. tl3t 3'A xrf STRFhT EAST �l al?!!N. :UHIFGTON vx 3w R06)838'8!a xi+�:)93) FAX TRANSMISSION COMPANY CITYOF RENTON FE DATE BRUARY 1-7 1994 , BRAD ATTENTION: JOHN HOBSON FROM: _ (51 235-2547 NUMBER OF PAGES (INC. COVER) FAX IiiRiBER: MESSAGE: SIEVE ANALYSIS FOR: BANA RUN GRAVEL ---__-� RIGID_PIPE ALTERNATE FOR FLEXIBLE PIPE BEDDING TOP COURSE OUR FACSIMILE TELEPHONE NUMBER IS (206) 863-9668. IF THERE IS A { TRANSMISSION PROBLEM, PLEASE CALL GRACE AT 838-7819. ORIGINAL WILL BE MAII.FC XX ORIGINAL WILL NOT BE MAILED s 4 , FEH— iT_ -9♦ TM11 1a o �:P hi1Jp - , a l` u ' oK t FEB 17 '94 11:10 CRDMI7N PREMIX CO INC. Tun C 4,,,rse CADMAN AGGREGATE TEST REPORT DATE: 2.•/ 618" CLASS B SMPI.D By TSTD By DATE SAMPLED' � TIME: ' ; SOURCE: '�iAt_K 'DI4-Ewow1Z> A �} •� ; SIEVE ACCUM WT INOV. % ACCUM % ACCUM % SPECIfICAT10N5 sizi RETAINED RETAINED RETAINED PASSING ASTM WSDOT( 518 v Ci lC��' 100 112 ti 90.100 318 1� 'L �U 75.90 114 5 ' 22 42410 ^^ ?L #40 1L> —� I 11.24 PAN } , I Z q4 (,o WET 200 TI WacHr I Iq I mNOEoNwi DRY WEIGnT ^ .0 FIG ` W°iOHT S COMMENTS J FHB— IT-94 THU f0 i4® KZNG � 1 P . y,L,�ap`� UP 15 '94 12-S4 CADMRr+ PREMIX Cn.. Trr. h , i GAGMAN AGGREGATE BEST REPORT Y ORT 9 Taro BY DAB* DATE SAMPLED:..Jo q TIME: SOURCE: SIEVE ACCU'd WT INDV. W ACCUM % ACCUM % SPECIFICATIONS 5,1E RETAINED RETAINED RETAINED FA591NG AST DOT lz 6 l 39 o 3�8 i 6 `f 36 10 iaz n i 6 7� � 6 qo g76 �o 9S4S Jy 5o 2,6 ?A rgrc— ltJ f3zµ� DAY rlNeNeee WEIGHT NODUWB OAY WEIGHT NET WEIGHT COM NTS _ 1 cn>, -tw SAS, -rwap," - SNnPaLA 1 P E D- t T - 9 9 i .-,U 0 4 A K I N C. ' 1 ► . Sb 33 CA[irYaa paEM[x CO.• iN:. ?S CADMAN AGGREGATE TEST REPORT DATE: Z - C' ND. 89 GRANULITNIC Y TSTD BY DATE SAMPLED: Z Ji •y TIME• SOURCE: j% !�/S NA SIEVE I ACCUM VVT INOV, % ACCUM % ACCUM % SPECIFICATIONS S12E I RETAINED RETAINED RETAINED PASSING ASTM WSO T i N4 v 7y U L ZZ -7,2� 20.55 N8 �V�j !?� ZG 5-30 #16 IGZ�,'L �" C�h t) 0.10 030 0-5 I' ,->•.; i z�,c�,� I log' c: U.2 A ony WIIDNT lF•r-•(J•�I FINfHE9� l MDDULUI WASHiD WI ONT NET r H Nr .-.G I CDMMENTS J { f1vF F f Alt 10 a. i ♦ Tk��.. vR�ry}F ♦ v I[I IV iM 10 t F • t� � v 5 i• l t fW I p � Rw.w hn. CdD SLvtR RtP/At Lm L 4,4 KING CONSTRWTWN CO..INC 13313%01 E u"x 3' x 1<' NON-SKID we INTEGRAL CAST �t �. INTEGRAL ON TOP T 1"0 THRU 3Pl. oo c?. N CORE.. U Il O u�rll B N B non�S�n�1 - ' t- l fV LETTERS A O SPECIFIDED UNDERSIDE SHOWN FOR CLARITY SECTION B-B T WEB �� 4 B FL L S ,EWER"COVERS NORMALLY HAVE ONE 1"CORED HOLE IN COVER r 26%" 24" 1.. i I1A 23K" - Y. 9"— 39Y." APPROx.WEK:HT OLYMPIC FOUNDRY (1984) INC. IFRAME- 21OL13 S. SEATTLE.WASH. COVER 24"x 6" FRAME 8 COVER APWA STD.42 RATING— H-20 PART NO. MH30 A f'W 12 t yA }�cvSc.�t: tic v,.1v� CU0 SE t .n c.vr KING CONSTRUCTION CO., INC 13313%8th SL E. hmml,Wa 96390 ,A• Y"SQUARES SPACED-V," AS INDICATED-Ht. %" #WIOE RAISE-WBORDE Ir� t0" 8�• 2" II %.. j 4 7• T �V ,1A.. f---- 15" CAST IRON RING AND COVER I APPROX.WEIGHT OLYMPIC FOUNDRY (1984) INC. FRAME a LBS. SEATTLE,WASH COVER 14 LBS. - RI LBS. 8"x 4" CLEAN-OUT A P W.A PLAN 045 RATING -- H-20 PART NO M 1007 1 �'stitiw CRa SLwLIt ,�e:�l nee..-�...r y- 4" - 27" GASKETEU SEWER FITTINGS FRt O ae 7romjf,:W1eC to ASTM O)0]4 SDR 35.ASTM F 679 and/STM F IJJ6 speclllcoh" c; PART Le/ MRI le/ (SD) L111 (D Y' ff01 lU 11.17 ' 6v4• 101 145 212 7.m 1].J] Avd• 102 122 225 1Je 1375 B Bvd' 102 IB2 725 4]d 1562 eva• lol 190 x.0 6so T).50 eaa• la xsJ x.e7 Aez lsax E O eve' 101 JIJ Z.e) 9.J] 1550 10v4' 102-01 lee 775 S.m Idm I� ; IM4' 101-01 IW 2.12 IOm 1]50 10vb' 102-01 25] 28] 5.62 1562 Iw' IDIm sn x.e] lo.e7 tss0 n j 12x4• 101-012 107 2.12 11.]7 1J SO 12v4' 102-012 19d 1.75 650 II.m w I za6• IDz o1 xs ze7 e.0 15.62 12a6' 101-015 J25 2.87 12.75 I550 a.! 15.4' local 102 7.12 IJ J7 IS50 ISvA' 102-01 104 2.25 e.ee l6m ` ls.a• to2-0I xes 2.e7 e.m 1se2 isva• lolol Jxs 2e7 Id.2s IssO lyre• 102a1 xle 7.zs ve] �^w i I-�`',. lea4• 101-01 nd 2.12 Is.75 I]s0 T ` le.a• 1oz41 ze7 7.e7 v.)s lSex LLL le.e• 101-01 J47 ie7 m.75 u.TA _ 71.4• lol-0it nd zti lem u5o 2ta4• lox-0zt 71e to nxs um I74DLOED SAODIv 21ve' IOIMI 347 2.e7 20.00 15.50 MOIDED SAME 21v6• IO2-021 2B7 2.e' I150 15.62 i VDS 2dv4' 101-02 7J2 2.12IJ.50 TEE 2dA• 1@ 224 22, Ii.AJ IAm GASKET BRAWN. 2dv6• 101@ J55 2B7 21.m 15.50 .ASKET BRANCH. idv6' 102-02 i95 ia) 17.7s 156i i GASKET BRANt SKIRT 27v4• 101-027 2tl 2.12 i2.25 IJ.SO SOLVENT SKIRT 2)vd' 1071171 i]J 775 1425 14m YAM STRAPS 27v6• 101-027 J6J Et.e7 2M11S IS.50 y41HSRtAPS i7vb' IQ1-021 ]m ie7 Id)7 1562 19.m IOve 101-01 955 4.]e IS IJ nm IOve 102-01 ea 4.Je 9.6J l2rB mwl 9ss 6.] Ib]e nm 12.6 10201 e4o 7J0 10.63 1900. "law l2rlo 101.ti1 1e15 s.m Ie.61 2e.00 12.10 102-121 ls7s sm n.0 i100 1SvB 10101 vB0 1] 19.m AM ISMS n.m ISM Im-0i eeo 4Je I7 IsxlO 101151 lep s.m W63 26.m 1500 102151 IJ75 S.m 12 SO 21W I Svi2 101151 Jim S.m 2J.I3 J6.a 15a12 102151 22m em 1].IJ xJm IevB 101-01 9B0 A.]B 21.ee n.m IBKB 102-01 W AJB IJ.75 19Jq I ev70 IOIiBI IBAO S.m 23.13 26.m Iea10 1071l1 IA5 5.m 14.13 21m IBv12 101-1e1 Jlm s.m 25.6J 30m 1A.12 IOi leI 22m 5.m 1475 23m Iev15 cal-IBI 4TIE10 S.xs 2e.m JAm IB.Ie 102.1e1 7950 525 1e50 25m 21KB 101@I OBO A.Je i].IJ 22.m 21aB 102-021 ed0 d.]s IS.Je 19m 21a10 101711 Ie40 .A 2S.M 26m 21a10 102-ill IJ75 5m Is.ee 71.m 21v:x 101.211 Jlm S.m i7.BB mm vmMT i1v12 Im-211 22m 5m I63e 23m 21.15 101 x11 4000 SI5 J025 J4.m r i1.15 102211 2950 5 18.25 25.00 21vi9 101.211 v400 i.m )2.m de.m E-_-�j xivlB IW-211 aom 7m 1775 JI00 A.JO 2S 7.J6 IJ iam -" 74M IO2M e4(I OJe bee 19.m 24M 101-0x 9m xAa10 1o2a4t 1J75 Sm ".25 21.m ih 10 101.2d1 IedD S.m i 26m 74v12 IOiNI 220D 6m ss I1 73m 2612 101.2A1 Jlm 6m n.ea JOm 24v15 1012d1 dOm 525 J225 J4m 24v15 1027d1 295D Im 19.50 25.m 7hle 101]..I 9e00 7.m ,Lm 4B.m isle 1oa NI W00 Tm 10.25 Jlm 7Av21 101-2A21 ISOm R.50 ]e.m Se.m 24Y11 1022d21 '4700 B.SU 19.50 i6m i7ve 101-027 9e0 A.Je 27.Je 22.00 Pve 102-0i7 e4o 4.JB Ie.Je 19m 2M10 101.271 iyU S.m 2D 6) M.m 27v10 1023]I IJ/s Sm le.ee 21m FABMCAIEC 27v12 101371 Jim s.m J2.1] JO.m FAiW1CATED 27v1i 102-271 22m s.m IV]e 2)m `y SADDIE%WE 27.15 101.211 AOOD 5.25 J4m ]A.m SADDLE TEE 27.15 102-271 2950 5.25 71.IJ i5.m S BRNCH. 7hlB IO1Q71 94m 7m J6m U.m ASKEIBRANCH• 27XIe 102-271 6000 GASKET BA ).m 70.75 ]Im SKET SKIRT 77+Q1 101-27711500D e.50 d0.m Sbm SOLVENT SKIRT 27v71 10227210000 8,50 21M 3600 d 102272 36m 9m 73.m Alm yAIH STRAPS 71dA 101272 214m om 45.m 60m VAIII STRAPS 401 3 .DENOTESMCXCEORTRNG ALL ORIER9 ARE FABRICAIFD e x. 1 y i i 4" - 27" GASKETED SEWER FITTINGS Fitthps ae 1 u1act01ed to ASTM D 3034 SDR 35,ASTM F 679 o0d ASTM F 1336 spa lltcotk l . ,J A PART E•/ PAIN to/ r sRF • 1 100 (C) (10 (D) 511E • too Q 01) cm 44' 103 IM 49W 230 2.70 27.6 103027 1660D 20,25 16.75 10.25 6.4 103IM64 4251 7A0 5,88 3.25 27.8 Im-027 175OU 21.25 1775 11.25 6.6- 103 OT16d 429 1 7.87 4.78 4.78 2700 103-271 18500 22.25 TOM 12.25 6.4' 1 550 6.39 4.73 2.60 27.12 103271 19500 23.25 16.50 13.25 8.6♦ 103MO 655 7.34 4,76 355 Poll 2705 10 271 212W 24.75 2025, 14,75 axe 107 1260 11,00 7.75 6.63 8 27.)6 103-271 232M 26.25 19.75 16,26 . MDUOMG 10.4 ID3-01 1235 950 a(n 4.50 21121 103-272I 2590D 27.75 20.00 I7.75 Y 10.6 103-01 1300 10.50 8.25 5.50 TEE 27.2A 103-272 293M 29.75 22.50 19,75 +� 10.8 101-010 1715 11.50 636 650 G.G.G 27a7 IM-272 MM) 31.25 22.25 21.25 N, INTO 103-101 19W 1250 075 7.50 (C) (1) (1) 12.4 IQ3-012 1715 9.50 900 4.50 4.4 IN40 N/A N/A N/A N/A 12.6 103-012 1970 10.50 9,75 550 6.4 I-N 400 700 588 7.50 12.8 103m2 2375 11.50 10.35 6.50 b.b IM 525 5.00 5.75 6.50 .1 Oc 12.10 103121 2675 12,50 9,75 7M 8.4 1041 750 8,25 7oD 9.00 1202 103121 3050 13.50 10,75 5,50 lt6 104 90D 9.50 7.OD 100D 15.4 IM-015 2690 M50 1036 5.25 8.8 104MS 1210 11.00 735 11.50 15.6 1031D1 3= T1.50 9,M 6.25 I0[4 104-010 1175 9.50 $00 TOM 15.8 103015 3380 12.50 11.36 7,25 1016 1044)1 I320 10,63 e.25 1LD0 1500 103d51 3740 13.50 11.00 8,25 Iota INVO 16a5 1150 8.30 120D 1502 M 15) 4180 14.50 11.75 9.25 TWO 1(w-)01 1910 12.50 8.75 13 OD 06 103-151 543a 17.00 1325 11.75 120 104,012 1620 9,50 9,0D 10.00 5 I6.4 IM018 4900 12.07 12,12 587 T2.6 10401 2905 10.50 9,75 11.00 18.6 13401 5300 13.87 12.12 6.87 12.8 104-01x 2250 11,50 10.35 12.00 !axe I03-01 5800 la e7 IJ.OII 787 1100 I01-12I 25eD 17.50 9.76 13.00 pp 18.10 1031810 6400 1 15.87 13.37 8.87 1 12.12 104-121 2975 1350 10.75 14M 18.12 103-ISIA 7000 16117 13.87 9.87 15.4 lam 2595 10.50 1038 11.00 h 4� 18-15 103-1814 6100 1787 15,02 10.57 -17 1s.6 10401 2905 11,50 9e8 12oD +7 18.17 103-181 1020D 2062. 15.12 13.62 15.8 10410)5 3295 12.50 1 11.,18 1300 71.4 `13-021 MO 1450 1J.75 600 E 111- 15.10 34-151 3640 13.50 IIM 1400 ♦ - °11 21.6 1034D21 7900 TS`A 13.75 7.00 Lt 15.12 IN-151 4085 1450 11.75 1500 21ta IM1021 8600 16.50 14.62 a00 1505 104-151 5325 17,00 1325 17,50 � 1 21.10 103211 930D 17.50 15.00 900 180 104-018 4700 12.87 12.12 13.50 .Ar t.. 21.1" 103211 10000 MEET I5.50 1000 Ie.6 104-018 5100 1347 12.12 14.50 4 2105 103211 114D0 20,00 17,25 11.50 18.8 104401 56M 14.67 13.00 15M 2108 103-211 12e0D 21.50 1 1635 1300 1800 104-181 6200 15.87 13.37 16.50 21.21 1032121149M 23.00 -1 7, 14.50 1802 :04-181 6800 16.67 13,07 17.50 •.,1 240 103M4 10W 16.50 15.12 7,50 18.15 104-ISI M 1707 15,62 1900 24.6 I03-02 11600 1750 15,12 8.50 18.18 104-151 TODOU 19 a 15A2 20.50 249 103 024 1240D 10,50 16.00 950 21.4 104-021 720D 1450 13,75 15.00 2410 103 20 13200 19.50 16.50 10.50 21.6 104,021 7600 15.50 13.75 16.00 24.12 103241 14100 20,50 1700 1150 21.8 104021 6400 16.50 14.62 1700 ny FU( 24.15 103241 I5600 22M 1635 13 OD FULL 2410 104-211 910D 17.50 ISM 18.00 a 2418 IM241 173M 23.50 18.25 14.50 a 21.12 104-211 990D M50 15.50 19.00 _ REDl wl 24.21 103242 19600 25.00 18.50 1600 REDUC� 21.15 104211 1120D 20.OD 1725 2050. TEE 24.24 10.3a4x 27900 17.00 21M 1e.00 TEE 21.16 10a.11 121W 21.50 16.75 22A0 d' G.G.G 27.4 1103027 15700 19,25 1675 9.19 S.G.G 21t21 104212' 14700 23.00 1700 23.50 4 - -(XM TB FM.I MD FITTTN(i At OMER5 ARE FAM6CATED. 493 4 1 f� r ► 4" - 27" GASKETED SEWER FITTINGS F1N11pt ae 7r1a1l1fmfed to AS1M D 3034 SO0 35.AS1M F 679 ano ASIM F 1336 FpoeMmO m. PAW to/ IMf to/ . (C) (Ip (E) n ) 24.4 104-M 104m I650 16,12 17.m _4.4• 107 468 130 550 6.80 .. WKS 104-02 1120D 17.50 15.12 1800 6.4• 107 373 50 6.75 6.68 r 24K5 MAR I19m I650 16.00 19.00 a.6• 107 4n1 1,74 7.82 956 24KI0 104-241 12OW 19.50 16,50 20OD NN4' 107- 619 .82 840 665 24K12 IN-241 13700 2050. ITOO 2),,0 8x6• 107 791 a0 9,43 9.50 2405 104 241 15200 22.m e.75 22` 1 8x8 107 1410 S ee 13 13 16.25 2408 IN-241 168m 2350 1825 241: 10.4 107-01 1325 25 1135 11.00 24.21 1042421191m 25.m 16.50 25.50 1O.b 107-01 1575 1.25 13.25 13m 24.24 104 Q42 22400 27.00 21.00 27.50 IOK9 107-01 2075 325 1463 17OD 27.4 104-021 15400 19.25 16.75 20.00 INIO 107101 JOm 4Js 16.« 20.00 27.6 104077 I63m 2025 1675 21.00 12K4 107-012 1910 .,IS MOD IIOD 27.5 104027 172m 21.25 17.75 2200 12K6 107-01 2100 .25 14,50 13.00 2h10 IN-271 18200 22.25 16.m 23m l r 12xe 10701 2675 2.25 15.86 11.00 27.17 104-271 192m 2J.25 S. 24m L 1 12K10 107121 ]J75 J.IS 1e.IJ 20.m 2h15 104-271 2090D 2475 10.25 25.50 1202 107121 40m 225 20.63 Il00 Ful D.IB IOd-2]1 229m 7125 19.7s 27.m 15.4 107Oi 7900 .1.50 Is.m 1250 6 27121 104-2721251m 2775 Moo 2e.50 15W forO1 3280 .50 Ie.50 U.50 OEDUC84G 27.24 104272 2911M 29.75 22.50 30.50 1SKe 10741 39m 1.50 17.88 18,50 1 7EE 27x2r 104272. 32900 31.25 22.25 32.00 I5.10 107-151 48m 3m 20.13 21.m M1•• S.G.G 15.12 107-151 5445 450 22.63 2450 (5D) (N) )SKIS 107-I51 6675 7.01 26m 2950 - 4• - 1 68 256 .19 18Kd 107-01 54m .2m 17ZO 1635 ' Il o_ I lee 3e6 .ro 1e.e 1wa1 se6o �l.m w.m le.7s 1 8 IDS 522 AM 2.25 18x8 107g1 67m 100 2a37 20.75 „ l0 I05001 e55 Sm am )SKIP 107.151 7600 250 22.75 23/5 1 12 105m1 12W Sm 4.m 10.12 107 let e700 4m 2s 25 6 75 .±, 15 105-0OI 1612 5.25 3.50 �• 18.15 107-161 1O300 6.m 2750 3079 I��O,.IIL111MII IWIIe'NII 18 ID5001 3900 zm 6.25 16KIe 107,161 135m 1IO0 2e.25 w7> t 21 105-0D21 59m 8.50 6.00 21M 107021 7900 +.00 1975 14m 1 + ~ 24 tl'*4 M2 90m 9m 9m 21K0 IOI-021 e.100 J.m zL2s l6m r: Sy 1 Cp7RM1G 27 02 127M 10.m 10,50 21.e 107021 96M .1 DO 2262 tam G.G 2100 107.211 IIOOD LOD 25.m 24m 7�T ffL 21.12 107211 120m 2.m 27.50 25.00 (e0) 21K15 107211 IJWO d50 79]5 JI00 a• « M 2.6J 5.25 27.1e 107.211 171m em J0.50 k.m 6' Om IM 4.00 S.m 2hQ1 107-21212190D 12.m U50 MM 8' OmA JP6 4.eJ 925 24K4 101 Il7m +m i175 I)m 10 mI e55 6.50 13m 24K6 101A) A 123M 300 2325 19m I 12 106001 1280 7O0 14m 24Ke 10702 137m I 2462t -�50 r- IS 106001 1450 5m IO.m 24.10 107Q41 153m IOD 27.00IB 106U01 260D 7m 14.m 24x12 107241 16500 2m 29.5021 IOa0D21 4400 6.00 16.00 FU11 24KI5 107.241 18600 4,50 31.75L 2419.00 1&00 a 24118 )07-241 219m 7.m ".5027 IO6 m 9Om IO.00 2Om OEDUCMIG 241Q1 1072421271m Ilm 36.50NNE 24x24 107-242 244m 14m 410027xd 107027 I6" 375 74. •E1F7JOIEti Art�lf�rD EI711DK• All O7IIF0 AOFFA6Mf A7FD 4" 5 I I J F r, 4" - 27" GASKETED SEWER FITTINGS l,,u.,:�1_ i•N.:tA s Fittings Ora rrwn7uociwetl to AS1M D 3034 SDR 35.ASiM f 679 m1tl ASiM F 1336Speclec0lbru. PART U/ rAR1 L8/ I SIZE 8 100 ► U (3) SIZE 4 100 u 27M 107-027a 17400 2.75 25.50 2150 24t4 10502 1120D 21,OD 21.75 5.50 27A 107-027 I9100 •.75 27.00 26.50 2&6 10ea¢ 1190D 2200 23, 650 27MIo 107-271C 21000 125 29.25 30.50 24XB 10802 I3300 24O0 24.At 6.50 2702 107471 22300 2.25 31.75 32.50 24.10 105-241 IMM 26.00 27.00 10.50 FULL 27v15 107.271 25100 4.75 34,00 37.50 2402 105241 16100 2700 29.50 11.50 6 27,10 107-271 28600 7.25 34.75 42.50 2U15 108241 IMM 29.60 31.75 1400 REDUCING 2741 107-27213160D 11.25 A75 50.50 24XID IM241 21600 32.00 32.50 16.50 WYE 27t24 107-272 39500 13.25 4325 54.60 2441 IM2421218M MOD 3650 20,50 G.G.G 271d7 107-272 36000 15.25 44.50 M50 24X14 105-242 241M 39.00 41m 23.50 (U f6U 27x4 ID6027 16200 24.25 2400 7.O0 4v4 IOem N/A N/A WA NA 27x6 10567 I71W 2525 25.50 0,00 eta• IM 335 6.78 672 4,03 27M 105-027 te800 2725 2700 MOD 6.6 ME% 675 9.88 10.13 746 2740 )M271 20700 29.25 29.25 12.00 Btd I0500 e10 9.36 Ia25 575 2702 IW271 22000 Ja25 3L75 M00 eM 1� 1010 1a36 11.75 6,75 FULL 27xi5 108M 2480D 32.75 34OD 15.50 SO 1 1350 12.36 1&13 8,75 a 2708 IOS-271 26.3M 35.25 3475 19.0D IM4 10801 125D 10.75 11.75 5,75 REDUCIG 27x27 100-27212IM0 39.25 38.75 22.00 TOM 10801 I610 11.75 1325 6.75 WYE 27124 108-272 39100 41.25 AJ.25 24.OD 1pe 10501 2000 1.75 14.63 8.75 SxGxG 2M7 100-272 35700 43.25 44.50 2600 N 10410 10e101 2525 15.25 1688 Ia25 eB pD1 �I _ 12v4 105-01 Ie40 IIJS �..00 4.75 AM: 109 I4J .19 2.,17[3.88[12x$ 6 108-01 2026 12.75 I4.50 5.75 4xe IOD 327 3.25 2.75 10801 260D 14.75 1586 7.15 SDIr 4v10 109047 5eO 9.00 2.7510 105121 3250 16.25 161J ^25 R d12 109041 13W 9.75 2.75l2 105121 3M 17.75 M63 1035 4x15 109041 2170 10.75 2.754 10801 2810 14.00 15.00 425 &18 109041 3400 11,25 2.i:10601 3190 15.00 16.50 5.25 SD .44Q1 109N21 5500 12.00 2,75 108-01 3700 1700 17.68 725 4x24 109042 6700 14.00 2.750 105.161 4700 18.50 21.13 8.75 4Q7 109042 12200 15.50 2.75 l2 105151 5175 20.00 22.6J 1025 6x8 I09 01I 3.75 3.751 4.35 15a15 105-151m 6475 22.50 25.00 12.75 6.10 109mi 9751 925 3.75 5.00 lam 108-01 5700 17,76 17.50 6.62 6.I2 109061 1320 0..75 3.75 500 18M 10601 57FI0 17.I5 19.00 6.62 6xIS IO901 IJ10 10.75 3.75 525 lets 10501ad 6600l 19.75 20,37 562 6918 1094361 3500 11.25 3.76 7.00 1800 106-101 7500 21.25 22.75 10A2 641 109 M21 5300 12.00 3.75 8.50 1 18.12 105 181 5500 22.75 2525 11 A2 p■'f1,1_,��R'' W4 109-M MM 14.00 3.75 9m taxis IM181 101'O 24.75 27,50 13.62 e� 6127 109062 12300 15.So 3.75 MOD j TWO 105181 134M 29.75 28,25 18,62 J 1' ex10 109m1 839 3.ee 4.3e 5.00 21t4 IOe02l 7700 10,00 19,75 000 8.12 1091081 1550 10,86 430 SAD 1 21.6 100O21 e30D 19.00 2125 6,00 805 109MI 2425 1236 4.30 5.25 21xe 108-021 95W 21.00 22.62 Soo MIB 109061[36W 1225 A37 7.00 FULL 2100 105-211 10WO 23.OD 25,OD /OM e1Q1 109m2 1300 4.37 &50 �6 2102 toe 211 1IWO 24.00 27.50 11.00 et24 109062 15.00 437 9.00REDICIN6 21.15 106-211 1370D 26.50 29.75 13.50 REDUCER e1Q7 IOD-092 16.50 437 10.00WYE 21x1e 105211 1/000 30OD 30.50 1700 COMB 1Ov12 109101 5.00 500 SODvG 1 1 IOB212121700 34.00 34.50 21 OD GvG 10vi5 700-107 1200 S.OD S. LTFNOIFS MCN rfn FANG Ni O111FR5 ARF FASRICA1FD - 493 6 J /Q 1 KING CONSTRUCTION CO.. INC. L4 N i y c t .-n E.. r 13313%8th St E Saner,WA 99M Rlaul PVC MANHOLE ADAPTERS WITH ALL THE RIGHT CONNECTIONS ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■WEN ■■■ I ■■■■■ ■ ■ I ■■■■■ iiii■ ■ii■■■i M LPN ��I■ie . ., �i�ii man iallo ONE ON ei ii■■■■■■■■■■■ ■ SOME Adapting PVC to Concrete Has Never Been More Advanced Exceeding the Standards Installation These words convey the philosophy and basic discipline that F have earned GPK Products' reputation as the industry leader in the innovative PVC sewer fittings market. Every size manhole adapter fabricated at GPK is made from quality materials and state-of-the-art equipment operated by dedicated people.The products are tested and retested to assure the quality and reliability our customers count on. Durability, Reliability and Versatility A GPK-designed, heavy-duty biset is fit into each After an opening has been T- y ruxr gasket made in the wall of the manhole adapter.The gasket eliminates many pipeline junction concrete manil"l, r.eIlunn problems, virtually guaranteeing a fitting that is leak-proof. It the GPK Adapter in the exceeds 25 p.s.i.pressure testing and withstands a full vacuum for comer or the opening. zero infiltration of ground water.This design also allows for high compression and low insertion pressures during installation.GPK gaskt. also maintain enough flexibility to adjust for pipe deflection long after the installation process has been completed. The smooth inner wall of the PVC sleeve provides optimum flow conditions - eliminating sludge and foreign e.aterial clogging. The exterior has an abrasive silica layer aiat allows grout to bond the adapter into the concrete manhole,assuring a solid,watertight seal. Manhole Adapters,along with all GPK fittings,meet or exceed .he American Society for Testing Materials(ASTM). APVb grout or concrete mixture In between the Accessibility, durability and ease of installation make GPK ndnparttod m.oholc. Manhole Adapters a major asset in quality sewer systems everywhere. Allow the bonding nutterial to cure properly to assure a watertight seal. �W0 WMEW As MENNEN NEVE7 Somme GPK Manhole Adapters Tested for "Sheer" Strength In the Mechanical Engineering laboratory at NorF.r.mr I seo.�ar..l�.,rrnree Teen ooue at.a - Inaeprnaenlla: North Dakota State University, the GPK PVC Manhole Adapter was tested for"sheer" TABLE i strength. force tin pound.) required to break A vane of bonding materials were used to adapter out of grout the adap-2r into •tie manhole. The Grout Used Curins T+me manhole " Tinius-Olsen force Test s used to provide Qukk-crete 37 Days 10,300 the test data(see Table gists recorded an �k� 4 p;ys 4,600 8ea8o average force over 3 tons p.s.i.was required to - break the bond of the GPK Manhole Adapter. GPK PVC Manhole Adapters,installed using Note that it would be next to impossible to the proper conventional methods,are superior duplicate this force in a normal field to anything else on the market for strength application. P. and Eesibi'ity. • ° •' i .• '� . 'CONCRETE MANHOLE • .' • ' GPK SURESEAL GASKET .' • ' PVC PIPE '��'I�lil 1�1�1;1�1 1� I � 1 i '• ll'I�,'l�lll'11,1111'1'1 1' lI 1 i Ill�l l'l1I�111lll l�Illl , 1 ' ' 1 I l l 1'I I'1 1 11 1 • ° I . • •, ° PVC MANHOLE ADAPTER ° V • CA- 'REGNATE URFACE • • ' ' • � GROl7i 1 � _ +. L 1113 S Lv4.Ec P/�C L M L IVr March I,IM INDUSTRIES, �� INC. ROMAC STYLE "LCT'rTM MANHOLE ADAPTER GASKET J KING CONSTRUCTION CO, INC. 13313u 8th SL E. 3wrtr, Wit 98310 MATERIAL SPECIFICATIONS GASKET: Virgir SEP compounded for water and sewer service. Meats ASTM O 2000 MBA 710-90. Other compounds available on request. _ USE: The gasket is designed to be used or 'VC sewer pipe -Alen grouting into a concrete manhole we Gaskef designed for non-pressure use. • ail Drawing of cross section MANHOLE ADAPTER GASKET NOMINAL I -- SIZED FOR APPROX. LIST PIPE SIZE CATALOG NUMBER SDR 35 WEIGHT PRICE PIPE O.D.'s (lbs.) 4- F4.LCT Adapter Gasket 4.2t5 25E E1067 6 LCT-AtfapNr Gasket 6.275 38E 11.82 8- LCT-Adapter Gasket 8.40 .50E 13.03 t0- 10-LCT-Adapter Gasket 10,50 .58E 14.12 12' 12'LCT•Adapter Gasket III 12.50 .75 E 15.20 Y 15' 1S'LCT•Adapter Gasket � 15.30 � .81R /8.11 18" i9'LCT-Adapter Gasket 18.70 1 E 19.04 21' 21'LCT-Adapter Gasket 22.05 1E 22.72 24' 24-LCT•Adapter Gasket 24.80 1 a 26A0 27' 27'LCT•Adapter Gasket 27.96 1 E 26.86 TO OROER: Specify catalog number. Other sizes available,please specify pipe O.D. Prices on appkation. EXAMPLE: 6'LCT is for 6,28 O.D. 4.10 1 y A e pacific International Pipe Enterprises, in-. d F 2 e".a,ee nw...WA Y zN n(2= "Tn I20W521 71 "rrreMwply— FAY I 120/7031 7,3 avlMbP,w"elyll— fA%IIOEI 1] 19t -wkmM Vy — wnweTSllWIG32.53]8 ' Sw Mbv— P,vi,�a�crarn,� 0000 I� r- MATERIAL SOURCES l PLANT DRYCAST: CONFORMING ASTM STD. SUPPLIER Cement-Type II C 150 Tillbury Cement, Seattle Flyash C 618 Pozzoianic NW, Centralia 3/3" Washed Rcck C 33 Lonestar Northwest Pipe Sand C 33 iB-58 Steilacoom LOnestdr Northwest AB-58 Steilacoom .� Reinforcing Wire A 496 Davis Walker, Kent, Wash. Rubber Gaskets C 443 & C 361 & Best Fitt Co. AASHTO M198-79 Sumne ', Wash. (1986) PRECAST: Cement-Type II C 150 Tillbury, Seattle, We. 3/4" Washed Rock C 33 Lonestar Northwest • � 6B-58 Steilacoom Building Sand C 33 NW Aggregates 4B-58 Steilacoom WRow 19 (Super Plasticizer) C 494 W. R. Grace Cc. Redmond Daravaiv (Air Entraining) C 260 W. R. Grace Co. Redmond Reinforcing Mesh A 185 Davis Walker, Seattle, WA. i Reinforcing Rebar A 615 GR 60 Nucor Steel, Plymouth, Utah Rubber Gaskets C 443 & C 361 Best Fitt Co. Everett - S cerely yours, KING CONSTRUCIION Co INC. 13313�4 8th SL E. E ng ineerin Somme, Wa 99390 'fro It r'• R-er,. CL C R 765 n.E.Loruro+L.a.,ixyy,ON NnWr PM I1Pnnv,�,CmuPn Pw a»xatm/♦nwu�Cc�vn�P Pee 4ecey�[n x J X i TV- i . 11 yy A8. MANHOLk t �. .. ,:3;,• �'rif Top Cone Units are available in 18'or 36'heights.Eccentric or C concentric as required. `t • • �' Top Slab A. Uait is available in 8-thick with 24'round offset hole. PRcast Sections •+ 9o- Units are available in 1 through 5'heights.Standard jointing is by rubber gaskets.Steps are available on • request.Lift holes are provided in all units. Base Sections Base sections are available in 2'lhrouph 5 heights. r------6 Knockouts .F 2'thro 5'bases and 3',4'&5'sections are available with various knockout configurations.Special -61— knockouts or bnokouts are available on request. i� 1 � __ .___ •: ��__ :-:4• Maximum hole size is 36' Minimum distance between notes is 8'. 24' e Specifications All units are manufactured to meet the requirements of ASTM C-476,the Department of Transportation and APWA Standard Plan B-23a or B-23c, ---24°--:•. —�7IT' weights 1-1III222 or 3' 48'x2'Base-3,200lbs. 1 Additional Footage-92010s.per ft. .. r ______ i I 48'Sections-9201bs.pet ft. r T 4818'Flat Slab Top-1,900 lbs 48'xlo'Top Cont 1,580 lbs. 1'to 5' 48'x36'Top Cone-3,180 lbs. A.P.W.A.ladders are standard. Standard steps available. r.� -1 '. w 2'.3'.l•5. e _ All joints use a confined 4, -•+" 4' round rubber gasket meeting ASTM C-443 ,F' specifications. IT 58'---- Pacific International Pipe Enterprises,Inc. +661 s.awa 755 w E ca�.+a,el.n. SQ92 06!I,:rnW n w PO eo,4156 PO.Bo+11305 PO Wa 52A9 Txoma,WA 96+09 WNa•,d,OR 97211 S%k ..OR 91311( (206)4MININ(TAC) (5031 26Sa391 (S X0 S95-nw IM6)62$777215'EA) (6W163 0139IWAT51 Ie00).52 A 191WAT$) (n0)9225336(WATS) (5W)M 0603 IFAX) (5031362.6526(FAX) (206)474M I(FAX) 13 ielipt I 1 Si yq' J A • Inc.; Top Can Units are available in heights.Ecceon rc or concentric as required. ••"'; Top Sla0 � '•- Unit Is available in 8'thick with 24'round Ofhel hole , '•' Precast Sections o '• 80" Units are available in 1 through 5'heights Standam toning is by rubber gaskets.Steps are available on request.Lift holes are provided in all units. Base Sections Base sections are available in 2'through 5'heights. Knockouts 4'thru 5'Oases and sections are available wrt,i 1 . standard knockout configurations.Special knockouts or blackouts are available on request.Maximum hole size is 42'.Minimum distance between hales is IF 24' Specifications All units are manufactured to meet the requirements --- of ASTM C-478,the Depart,nent of Transportation 4-_� and APWA Standa.d Plan B-23a of B-23c. 1 Weights ..p, •Re 54'x2'Base--3,800Its, 2' Additional Footage-1070 Its.per It. 54'Sections-1070 IIns.per h. �T- """"""" •- 54'x8'Flat Slab Top-2,350 as 54'x2 Tap Cone-2,225 Its . =_r t'to 5' i ; Y 3'.1',or 5' All joir•5 use a confined round rubber gasket meeting ASTM C-443 ;w specifications. c, s� Pacific International Pipe Enterprises,Inc" a6a,S.atlILU .55 N E CdumE,,.m y 5032 W4,I" N W PO Po.9,56 PO M.11ws PO MR 5249 T9mm.WA 9aJ09 PwAarN.OR 41211 S,Mm,On 97( (22a61•7seeee(TAC) RW1265Mar (sixes 4n50 r2J61 e2377721SEA) (AWI 63J Oln(WATS) nr i 452.0]39 t'WAT51 (eW)922-5339(WATS) (50.312a6 e603(FAX) (5e21)362 a526(FAX) 12W)474.76]i(FAR) 14 WASSER HIGH-TECH COATINGS 500 Wail Street Suite 319A Seattle,WA 98121 (206)441-0707 i Fax: (206)441-6628 Wasser MC-ConSeal Product Deaoriptlon O Single ;;umponent,moisture-curing,high solids urethane cr:ung O Chemical-and sulfide-resistant concrete coating IV o Cold,damp application tolerant coating Uses Scaler for interior of concrete sewer pipe • Chemical-and sulfide-resistant protective coating for con- crete and metal :. • Surface-tolerant coating for damp or poorly prepared surfaces Advantages • Single component—no catalyst mixing errors • Can be applied in cold,damp conditions—at humidities to 99%and on damp surfaces s • Can be applied at low temperatures—to below freezing • Typical urethane abrasion resistance and all-around per- formance in harsh environments • Broadest range of wet chemical resistance • Superior adhesion to concretes and most surfaces Can be easily repaired VOC compliant f vtrte�a J • l r i Technical Data • Solis by olun1e: 52.0±1.01/6 • Wugal: 8.4±0.1 Ibs • VOC: Less than 3.5lbs/gal • Coverage at 2.0 mils OFT: 424 tt2lgal • Recoatabildy: Anytime after 2-4 hour minimum • Temperature resistance: 285•F continuous • Flash point: Above 83•F • Cure time: Tack free 1-2 hours,hard to recoal 2-4 hours. Cunt times vary with temperature and hum;ddy, • Chemical resistance: pH 2 12,H2S,H2SO4,most acids and bases,and most solvents { • Shelf llte: 6 months from date of shipment,in unopened original containers Surface Preparation • All surfaces must be clean and free of any grease,din or excessive chalking. • On concrete and steel,use sweep or brush off blast,or acid etch on concrete. • On plastic,fiberglass,acrylic,or gelcoat,sand lightly and wipe with solvent. Note: MC ConSeal will adhere to nearly any surface even without proper sur- face preparation. It is tolerant of damp,rusted,chalky surfaces;however,good practice dictates following the above preparation when possible. Application • Use spray,roller,or brush. In most cases apply a single mat of 1.5-2.0 mils OFT. Allow minimum 2-hour cure between coats. • As an acid or sudide resistant mating on concrete,apply two mats at 2.0 mils OFT per coal. • This mating can be wetted or immersed in as little as 1.2 hours. Note: Wasser MC urethanes may be applied to damp surfaces at very high humidities. Avoid application over obvious wet drops or puddles of water. Avoid dipping c damp or wet brush or roller back into the paint repeatedly for long periods of time without using more paint. Introducing water into the paint III can cause gelling. yyy Safety Precautions This product is for indus!nal use only. - WARNING: Vapor and spray mist are harmful. Consult the material safety data sheet. Use an approved respirator in confined areas when brushing or rolling. Use a positive pressure airflow head when exposed to spray mist or overspray. rl Protect skin and eyes from contact. Th:s product contains organic solvents and polyisocyanates. Do riot use If you have a chronic or allergic reaction to isocyanates or organic solvents, Limit of Liability - Wasser's liability on any claim of any kind,including claims based upon Wasser's negligence or strict liability,for any loss or damag3 arising out of,con- nected with,or resulting from the use of the products,shall Moo case exceed the purchase price allocable to me products or pan thereof which give rise to the claim. In no event shall Wasser be liable for consequential or incidental damages. - VlNtanJ I J r - T WWIWv PWPi� stwtK �IIIF�w4 ��! /Z L l�/uG L—1- 1 i - t 1 Strong,flexible PWPlpe will last nearly forever in most sewer systems. tYr� illf i ?S'10 r f Fif9C °E 3pA 4 Ake t�91r.. ► -JUL-, PlwPipe is a tough. PWPipe's inlegral bell gasketed Chemically inert PWPipe is aependabie, teak-tree joint seals your system so immune to sewer gases and nothing gets in—or out hydrogen sulfide attack. sower pipe. Here's why: f♦ - �.;. :system outper '<u toolR non-welting interior walls ',rl'Is F1%r,pt,al neeptng sewage in snake PC;Pipe highly res•stant to and ground water out Our factory- abrasion from waste or slurries being installed rubber gaskets(see Figure 1) transported Erosion pitting and insure that joints m inlain their tight- tuberculation are virtually eliminated. Figure 1.PWPipe TwinSeel Gasket nes5 even when Subjected to deflection and corrosive sod conditions do not and oending Rool penetration and affect PWPipe You can bury this pipe round water polluUon are virtually anywRere and know awdl last eliminated Mus,you'll am money You can bury PWPipe shallow— throughout jPW Wpa'a tong INe. or deep—and know it won't crack. yei;11 typically save time and use fewer PWPipe�s strong enough to be buned people when you install PVC Compared fifty teet underground.And flexible to other pipe materials,it's light in weight enough to eliminate shear or beam fain Is.a Tables)and handles easily in ores.PWPIpe s great flexibility transfers lengths of up to 20 teat. much of the pope's load to the support of the surrounding earth In effect. AcceptaneM:PWPIpe in sizes T PWPIpe and the earth around it join through 1E has IAPMOw 4sling and is forces to make this PVC pipe/sol sys- accepted by most royal and municipal seer we:u.,ww.a lem one of the strongest in use today utility districts0. em•uno.r.m ewX rvyn n.wwaw farm nmw.Xnso� KlV[.ir OMYXU4Xi0vingWeY b wblCa CurCcw br p.tMcpwX XiauX O�Yu.<wNnPw+p • n6r6rnel lwere0e 21 111 Apron vn. aprt..R Ba 0laelae Wae Wail PM 160(Ii PerlaetU) alrtkr.) at/ (WL) eMeelsrtkk) TMckmariin.l (n'Plecoa) (IM,Ple"it 06 6 6.211 5742 AM 23,1 2$a 10 10.s00 9.M a00 66a 617 15 15.300 136W 07 1061 1415 21 n,at 20.O01 662 26e0 29" • 2 a In the ground PWPIpe s smooth walls Provide superior flow characteristics lot ® minimum energy loss from friction Often you can use Haller slopes or smaller diameter pipe t When cleaning becomes necessary all you'll usually need IS a hydraulic let. You can also still use standard_o, auger type—-ommercial cleaning and t toddling equipment to clean PWPip, Most equipment manufacturers sug- gest Chet cleaning PVC lines is no drt !lerent from Cleaning other types 01 pipe You're assured of premium quPhty when you buy PWPipe. All PW'Plpe Is manufactured with the finest raw materials In one of our mod. l- ern West Coast facilities Every manu- ,4 'It facturi g step Is regulated by rg,d fFC Quality control under the supervision of h skilled technicians Our finished pro- ducts are subjected to numerous ASTM Icsts.Including Impact,flattening, acelore Immersion.visual Inspection. and joint lightness under dejection ' 7Isin8eY sewer pipe Isn't just PVC ..Ws PWplpe.For long-term service Mk without hidden defect,PWPipe Twln- 7�' Seal PVC sexier pipe outperforms all other materials e J i 1 Joints ale tested in our laboratory under both pressure and vacuum to assure Quality In the gasket and the lit As required under ASTM lest methods,the tests are performed with the Plpe joint bent axially and with only the spigot end deflected,simulating adverse held conditions MRve can limit infiltration to so galldiameter mch/dey/mile—or less-- In even the wettest conditions 3 k III t: r yJ� These next tour pages will help you design your PWPipe sewer system: surface,or Uva LoWc Cwtace.cads of live load(H-20 loading,at various depths of 4 feet or greater Live loans 1 must be considered when designing a depths of cover From this than you are also shown in labie 2 Pipe system.Figure 2 shows the effect see that live loads are not significant at Haight Lira Load Trenallmedia®�®® �• Vq,4'Nlr INIYM U.LwO'howel n/b NW.ftlw of el C over Highway aellwq Akpw1 Cover MlpnreY w11w.Y Akperl Itt) NZ+1 Ulf 11101 FAO• ..'■�.,�� 556 2639 1314 16 34) 229 r , 0011 � 4 2)8 1940 1 2] 20 200 153 6 1 39 15 63 tl 79 yy ,N t 05 p 2u 8 069 tt n 693 I rr �M aaaaaaaaal 30 sod roar _c a 12 5 56 4 76 Vial SOIL VNF95VPf -. I 5 1 I Flow Factor:Because of the superio flow characteristics of PWPipe,eco- v= 2 FT SFC 9 S IS names can schrefinnes be,realized SDP.35 ASIM 03034 AND F$]9 througl,"^?of smaller diameter pipe o 17C n o.00e n=a.*" .0,010 si �O 0 shallower gra.'es Refer to Table 3 for FtOe ",1000 1000 Gel 04 Ft loon 1000 O♦I�e FtO'iOon 1000 • minimum slopes. 11140 00 . Mu r T- 6 Olg _. 2 I "2 21 I 046 �' OOp 22 t 010 . 10 c 69091 9T832 I 0.10 I 9)8.32 I 0.I2 I 14672 z,a,o 0te6 I 2191e 21 0 tit. 3045 t -# .. _ I 3l54 1 j z) o 026 I 4e9s 4 0 Ws 8954 I aa . . o 04o 4095 4 structural Qaplill PWPipe is a flex — - Ible conduit that fakes advantage of the smi s.e support capacity of the surrounding c'••• P..•epf.rr.rawewek.un.Hw, earth by transferring a major portion of ' MYiU,"IOro the load directly to it.Deflection of the ]' 1no1 0+0w'w s npkrWtprWlwfr esuch asc;u rack.b101011 Code.crushed pipe vanes`Mih class am density Of „rOgaNWNs,weragsed ena0+ sal,amount of compaction.and depth ..6W Wa11-0r°0ed0revals mltl Orawl.senI Zone,'eims al+w mwa Clean of burral {: mwrlY9raded Ogreinend9'aver sear-MOCOs.onbamlinec Clean. SW Well-Waded surds and Ora veey Sends.a10160rnolLne6 Clean Refer to Table 4 to descnptlom of mate- PoOrNY gfweesannsa gre�ereysands.i4PeormrareS.Chen rial classification See Table 5 for GMB'MOrn'sle.graysilsardyatnwares --- degree of compaction,and Table 6 for CeC I clamorawas ggwasrld<AyrlMskess SM sells.send-re mxlures depth of burial. _ SMBC ICieyeY Sands.sMtl-clay rmgures IV ML S"50%or .very line seMe,rock Noun.ullyercleYnY hrycande.LigwO a C1 rrrp 'Naintill wprfydlMnpleeNFrly orevMli caYs...usdy Nays.silty c OrWISCISIMys UWW%na Stl+l MH Imrglrec W%.TiergepiAppylprrlACeygpra M'kls OrelNb,Nae1k 91Mi • Lpwd Immt grealar tMn 50%. _- CH Irrargamc UeysoiNphyleWkiiy,telcHys.Lrpur01knitg:eaternyn5pl(. V OL Oroatx Mk andotg MK ORY04YnIbw PIOSKity Lqunt PT rr�kiedoflhol plNaM� L yOSfWrbspls purd4rrrf 4 ° ` Table 5.O.p..of CuRIp.eMerl ® This approximate g tw estimated CLASS OF EMBEDMENT 1 B a IV range of degree of compaction versus embedment class and method Of placement shows percent of standard Proctor density JRelative densities for OP.'NRNMRwIMNrNooMNN rNge granular matenals are shown in INnN4otdry owd 9 12 &18 6.30 parentheses) i COMIMIV= tonyn 95=0) ( too) W100 So-too n MM'Tnrc,tlb wit.pen.YPN,n,Mi.Wwe Mn.ry •+.a.Arc,w a,w,m ma..a muw..,w. n.a.a aai.„wnm,on n am.«i ai.,...died= c,..b...... Ma n.oi �r.c�.n u.wn.ww.u,a,.a BOSS 9o-a �anNw..�ms.^an.n kit...cn.c aui:.i.oK,e. DerMOMeeMNy YlPrellee (6675) I6o-80) 60- IIII "NwdRN (600-6600) 60-80 60-75 i. N:Figure A and Tables 2,35.6.7 and 9 are from HAND- BOOK OFP%1' PI PE,DESIGN AND PIPE ZONE CONDITION RECOMMENDED CONSTRUCTION,copyright 1982 by MAXIMUM ROFPROCTOR MODULJSOF NEIGNTOF < Dallas lie as Pape FigureAssociationand EMBEDMENT DENSITY SOILREACTION, COVER Dallas Texas Figures dntl CLASS RANGE E'1MI) (FT,) ® Tables perPWPipe. 05-95 75-9 1000 60' 6676 200 ,1. 17 _ 1000 50. WNW 75.03 400 29 e rs DO 12 IV 051" 76d5 700 Y�7 a6.7s so M V^ ! Installation PWP,,pe should bri mstao0d with Ion(s For further mformaUon.contact PWPipe { aligned as straight as possible Minor and ask for the Longitudinal Bending Curvature should be aNneved by Technical Buueon ,r deflecting the pipe lengths themselves Refer to Table 7 ® ObN d n a 10 12 15 rl a a s 9 i d 1 is w , I PWPipe will withstand vertical detISC- cleaning is not Impaired.This ability to the most Important facto-in giving sup- f tion in excess of 30%without failure A deflect without harming performance is port to the pipe This data was devel- safety factor of 4'1 is applied 10 this a majur fatter in allowing PWPipe to oped from laboratory tests and dife01 value and a 7 5%deflection is the support earth and live loads better than field measurementb. recommended oeslyn practice for max- moro ugid conduit f imum long-term deflection.At this leoel Structural performdnce can be accu- ot deflection joints remain light.service lately predicted form Table 8 From this connections are early made,and table,it is apparent that soil density in the pipe zone rather than soil class,is M ASTM EMBEDMENT DENSITY Ill 10FCOVER(FEET) MATERIAL (PROCTOR) ,i CLASSIFICATION AASHOT-29 3 5 a t0 12 tit 6 1a A 26 26 30 i MrnufeclwcA Grabill 02 03 Os OS 90 ) of, 10.9 10 1.1 12 13 to 'S t9 - _ Arquyr ( . _I I 10 ClgnSxlO __J &D1 sv1i 2 0.3 as 07 08 0.9 11 12 13 14 16 A CLAS911 MGA, a r.I:�i% � 0 29 3 7 .1 36 <t 50 � 55 80 6< 7! nommrnded 90% 0.2 04 06 10a 09 11 t 1= 14_ 16 17 19 2 eSaM a Ctev9t 1 85% 07 09 1.7 22 26 30 U 38 44 4.2 52 56. 00 with Flrlea 'LA35111 75% 1.f IS 29 31 45 5,11 Not recommrn0s0 65% 13 2.4 3.6 41 55 6A __...._ _..r��.. 85% 0.65 04 17 22 26 3. Ck" ( CLASSIV 75% 13 2.3 4.3 $..0 - Chy 1 Not 1eoo,,,1den 9d% 1.3 2.1 '17 i I ipi ada.nbca�aa.m ieyingC'M'n3iabirCnv'uMlmnssliwinM+'.Caux�•+nnlnin.a.rv�n'aiM nn Gpbn..iere. ese XbnlMamani•Mea1MaG4x MJowv1Y•lOWa^M 3 eiiieaen.i.�+w+i cu+MSMme an as o�.stu e.ayw�oevr.0 uro.wu+a ir.uu.rvrc a vie.aw tro,mooa.x s...Mb i ow aw �uarywweew ueiro ww.re m.w iww.•.w wi a•wmb...iG y�oo.I Suggested PVC gravity sewer pipe and linings Pipe shall be installed in compbance -.,ILA conform to ASTM D3034 for with ASTM D2321 Bedding malenal Specification ,meters from 4'-15' and ASTM shalt provide adequate and uniform i o]g for 18 24 with integral bell support under the pipe gasket joints Rubber gaskets shall be factory installed and conform to ASTM F477 Pipe shall be made of PVC plastic hav mg a cell classmcabm of 12454E or f 12384E as defined m ASTM D1784 and shall have SDR of 35 and minimum pipe stillness of 46 PSI according to ASTM Test 02412 T el r 6 J' 9 1 1 I The values in Table 8 represent maxi- mum long-term deflection Figure 3 ® shows that deflection stabtlrzes at 100 to 1000 hours.depending on soil den sily Rofer to Figure d for an example .° �� of permanent deflection as a function -of Irallic The performance of PVC sewer pipe exposed to dynamic wheel leadingS ,�M��® a� while burled at shallow burial depths E has been evaluated at the Geolect - cal Laboratory.US Army Eton Figure Waterways Experiment Station.Rgure 4 is typical of the results obtained from the evaluation It was concluded that I PVC(SDR 35)pipe performed very well under a range of loadings represents. five of highway and light Io medium an- craft traffic A minimum cover height of 12 inches is recommended for PVC (SDR 35)pipe sublected to highway loads of up to 18 kip axle Under light to medium ancratl loads of up to 320.000 pounds gross weight.a minimum burial depth of 2 feet is recommended It is recommended that special atten- tion be given to the selection place- ment and compaction of backf ll ° material with shallow burial ttezible pipe such as PVC pipe underneath rigid pavement to prevent injurious cracking ° of the road surface �8 AM Y is p SIXMCi iM.gp.NM qS■Y1j� _� 7 x. r Testing an roilowng the instale4on or a pipekra, air test Specifications am contained T Installed PWPipe an infiltration,ex ni�Bell filtratlon,a air pressure U pamphlet Ul available P lest should be made on each section of from PWPipe System pipe between manholes The project InnitraRon and Eaflltmtion Test:It s engineer should designate the type of this test is run instead of the air test. :es'to t>P performed and provide the maximum allowable infiltration or 'ons as to how it shall bo i! ....� gal- ,u onslrpe per eation ft pope diameter.oer {' Air Teatil Where possible,as lest- mile of pipe line,per 24 hours. f ing is re:t„nmended.The minimum i time for an in the test section to drop from 3 5 to 3.0 PSIG shall not be less Warning:Do not ties PWPipe esww Ih„n odicaled in Table 9 Complete pipe for pnaNRated air systems. t ) ) 4 alw l�lrira Iwai4 >'iwtM 8padgpWprr Tim for of Siwwn( i—F) IrlYn t4rINrW 100R 16011 100R ffiOh—T-30—DR ]Wi1 40R I �1011 6 2.50 250 250 2.50 150 250 251 312 '.. 1 426 f - 10 443 239 t +N 443 443 4 5I $54 l I 5.6 �833 ( 11 2M4 5 1.05 159 1.05 tW JS `` 2002 1 3249 4. 21 956 114 5 235L 955 1305 21 49 26.11 3032 3454 39 16 • tl 21 1245 ea 66ML 1425 11311 3604 4316 5030 5742 4654 SPf*c�iM IxN rN.�uNb J\0'G pANn ppp Ip We WwrpXrp pp mu[iiN�00•UM�5 About PWPipe Pacific Western Exbuced Plastics To meet your neetls.PWPipe specihca PWPipe is a member of the Uni-eell Company is the naliai s thud largest bons and warranties are continually PVC Pipe Association Producer of PVC i marketed under updated it the printed date on this luer- the trademark PWPRpe—for potable ature is more man 12 months old. wal sewer,turf,agriculture,and elec please contact PWPipe for any trical markets.PWPipe is sold through- changes that may have occured Ouf North America and to wwltlw tie export markets. I i Pacific Western Extruded Plastics Company PO aw 10049 Eu9mi4 ore9on9u40 15031343o20o P xt5Wl6a692o d 1 . Lmo.Lya„sm.mvwoal x.l rim `i. 1 e u and BL `' �s d ' \ G Fast, easy installation Effective, leakproof connection Adapt to difterent materials and sizes Size to size or increasing size 1 1 1 4" through 27" Approved by SBCC, BOCA and UPC codes JW S. Dayton St. • Davison, Mich. 48423 PHONE: 313-653.9626 CALL TOLL-FREE: 1.800-521.1283(OUTSIDE MICH.) Telex M: 757.488 • Fax M: 313.663.8714 r -e t i FERNCO SIZING CH I A j ALL DIMENSIONS GIVEN IN INCHES. O3U5 STAINLESS STEEL CLAMPS SUPPLIED WITH Asbestos Cement Clay Clay Clay Concrete Or Ductile Iron Or Duct TO TO TO TO TO I T f Clay Cast Iron Asbestos Cement Concrete Cast Iron AsbLStoS f Or Plastic Or Ductile Iron Or Plastic Or Duct ziIIII �.s SERIES 1001 Designee for SERIES 1002 Designee for SERIES 1003 Designee tot SERIES 1004 Designed im SERIES 1051 Designed for SERIES 1055 clay to clay, but will connect clay to cast won or plastic.but clay to asbestos cement or concrete to concrete. but will asbestos cement or ductile iron asbestos come two pipes within r5% OD on will connect any two pipes ductile von, but will -onnect connect any two pipes within to cast iron or plastic,but will to asbestos ce chart. within >5% OD on chain any two pipes within 5%OD >59. 00 on Chain. connect any two pipes with Iron, but will t on chart. c5%OD on chart. pipes within 5 Excuding Ia-and over. Excluding W and over. E.Oudhg Ia•and over. Excluding IS'end over. Excluding Is-and eye,. Excluding t Part No. r7. 6 C PM Ni A 6 1 C Pan No. A 6 C ►art No. A ! C Parl Na. • 6 C Pall No. 1001-11 5.25 1002.43 S.Y51 - - IOp3-!1 5.00 4.75 ! 1004-a 5.62 5. ! •1 3 4.75 3.38 1 _ 1OSS-11 a. 7001-51 5.25 6 1002-41 5.2. •1003-51 6.12 4.75 5 '1001-6/ 7.80 5. 6 1 •M 4.75 4.38 1 '1055-5! 5. 1001.55 6.12 5 1002.16 -5 2-5 1003-55 6.12 5.90 5 1D04.66 7.80 7.80 6 7051-51 5.90 l.38 1 lOS3.53 5. 1001•W F7�. 6 14151 6.12 ..'_8 •1003.64 7.38 4.75 5 •1004-66 10.25 7.80 5 1051.55 5.90 5.39 5 1055-6/ 7. •1001.65 6 1002-55 6.12 5.38 5 •1003.65 7.38 5.90 6 1001•// 10.25 10.25 6 1051�61 7.00 l38 6 10SS-85 7. 1001.86 6 1002-8! 7.36 l.91 8 1d09.66 7.38 7.00 fi 1001.911 IOSI 7.00 38 6 1055.66 71001-86 6 1002-65 7.38 5.38 6 •100"s 9.65 700 6 110/.16-9 12.73 10.25 6 1651.66 7.006.38 6 •1055-/6 9.1001.6/ 6 1002.66 739 838 6 '1003-86 9.65 7.00 6 1004 10 00 12.73 12.73 6 '1051-16 9.12 6.36 6 1055•t19. •1001.10-8 . . 6 1002-86 9.85 6.36 6 1003-88 9.65 9.12 6 1001.1210 15.10 12.73 6 1051.N 9.12 8.50 6 •1055.10•/ 11 1001.1010 12.73 12.73 6 1002.88 9.65 1.50 6 '1003-10-1 12.73 9.12 6 1004.121Y 15.40 15.10 5 •1051.10.8 11.12 8.50 5 1055-1010 11. •1001.1210 11.38 12.73 6 •100240-8 12.73 B.SO 6 '1003-1010 12.73 11.12 8 1001.1315 1/.70 16.70 10 111 1.1010 11.12 10.60 6 •1055.12W 13111. OO1.1 112 11.38 11.39 6 1002.101012.73 10.60 6 •1003-1210 14.38 11.12 8 10 4.11818 22.50 22.50 10 •1051.1210 13.20 10.60 6 1055.12 2 •1001-15H 17.85 11.3/ 7 •1002.1210 11.31 10.80 6 1003-1212 1/.36 13.20 5 1004.2121 26.50 26.50 le 1051-1212 13.20 12.60 6 •1055-1615 1601-1515 17.95 17. 55 70 7002.1212 11.38 12.60 6 •1003.1512 17. 55 13.20 7 1004•N24 30.50 30.80 10 1051-1615 17.80 15.90 7 1001-1811 21.10 21.70 10 `1002-1512 17.85 12.60 7 1003-1516 18.25 17.80 10 100/•Y727 31.90 9/.00 10 /051-181/ 19.50 16.90 10 _1001-2121 Y5.50 JR-5-0 10 1002.1515 17.85 15.40 7 •1003-1818 21.10 19.50 10 1001-2121 28.00 29.00 /0 •1002-1818 21.T0 18.90 10 1001•Y727 32.50 32.50 t0 '100P-21@7 25.50 22.30 10 •1802.2121 29.00 25.001 10 '1002.2727 32.50 28.20 10 *Supplied with reduce, -Supp.•ed.,In reducer 'Suppdad with reducer 'Supplied Alfa redvow, 'Supaaed with rWucar •Suppma,w Patti FERNCO FLEXIBLE COUPLINGS CONNECT PIPE SIZ a. ICO SIZING CHART 0 , B , :N IN INCHES. 8305 STAINLESS STEEL CLAMPS SUPPLIED WITH ALL COUPLINGS. L A T- Asbestos Cement Asbestos- Ceme Cast Iran I Concrete i Or Ductile iron Or Ductile Iron Or Plastic Concrete TO I TO TO TO TO lent Concrete Cast Iron Asbestos Cement Cast Iron Cast Iron 'an Or Plastic Or Ductile Iron Or Plastic Or Piastic Also flu steel,copper&leas pipin3. I ROM�9 BMW blame 1 no" for SERIES 1004 Designed for SERIES 1051 Designed for I SERIES 10SS Designed for SERIES 1056 Designed for SERIES 1006 1esigned for 'inor concrete to concrete, but will asbestos cement or ductile iron asbestos cemem or ductile iron cast iron or plastic 10 cast iron concrete to cast ion or plastic. CwracI connect any two pipes within to cast iron or plastic.but will to asbestos cement or ductile or plastic.but will connect any but will connect any two pipe -Ce1+OD x6% OD on chart. connect any two pipes with iron, but will connect any two two pipes within m5% OD on within z5% OD on Chart. 5%00 on Chart. pipes within r:5%OD on chart. chart. Excluding fa-and over. Excluding IS-and own. Excluding IS-and over. Excluding IS-and over Excluding Is-and owl. p earl Ne. A 5 C Part No. A 5 C ►art No. A 5 C Part No. A 5 C _ Parl No. A 6 C .75 1004.44 5.62 5. 1_ •1 3 •.75 3.3t 1 1g55-•• 1.75 1.75 / toss/n 1.55 1.65 55 1006.4 5.62 3.36 .75 S •1001.61 T.80 5. 5 1 d1 4.75 /.36 • '1055•SI 5.90 •.T5 5 1 h t.w 1.65 SS 1006-11 5.62 1.38 1 1OW215 1A0 1.90 3.b .90 S 100a16 7.80 7.60 5 1051.51 5.90 1.38 1 tOSS3S 5.90 5.90 S t06a21s x.w t.w 3.s '1006-61 7.60 1.36 6 .75 6 •1001.16 10.25 7.80 5 IUDI.00 5.90 5381 5 _1955-61 1 7.00 4.751 6 +05522 1 2.0 ]AO ].S •1006-65 7.30 5.38 6 .90 6 1001.68 10.25 10.25 6 1051.64 7.00 4.38 8 f055.55 7.00 5.20 6 1osa315 3,34 1.50 4 1006-66 7.80 5.38 5 • 1051.65 7.00 5.38 6 f055-55 7.10 1.10 6 1osa3x 3.3a 2.0 a •1006-86 10.25 6.98 6 .00 6 1001.98 „";" i -33 3.36 3.38 .00 6 •1001.10•t 12.79 10.25e 6 tOSi-56 L00 8.38 6 '1055.88 1 9.121 7.90 6 Io56JIs 4.3e 1.90 1 4 1006-N 10.25 8.50 6 .00 6 1001-1010 12.73 12.73 fi '1051-Bfi 9.12 6.38 6 1055.65 9.1Y 9.1Y 8 to5a12 •.38 2.w a •1006.10-8 12.79 8.50 6 .121 6 t00a1210 15.10 1Y.73 6 1051-88 9.12 8.50 6 '1055.10.6 11.12 9.12 8 103 �. �. 1006.1010 t2.60 10.60 6 .121 6 10W-1212 1510 15.10 6 1051.10.8 11.12 8.50 6 11O55-1010 11.12 J 11.12 6 -.10so-53 5.62 3.3e a '1006-1210 15.40 10.60 6 121 6 100•-t515 U.70 16.70 10 10514010 11.1Y 10.60 6 •1055.1210 13.20 11.12 6 loses• s.e2 a]e a 1005-1212 15.40 12.60 6 12 6 1001.1616 22.50 22.50 10 •1051.1210 13.20 10.50 6 tOSS-1212 19.20 19.20 6 igss65 s.63 s.6s • •1005-1515 iB.70 15.90 10 •1O5a53 20 6 106•d1Y1 26.50 26.50 10 tOSt•tY12 /3.P0 12.60 6 •1055-16t5 t7_.80 15.50 10 -to56N ax •.3e a 100648t8 22.50 tB.90 10 20 7 114-2/2/ 30.50 30.50 10 1061.1615 /7.00 15.90 7 msaas 6.5o s.w 6 •1006-2121 26.50 22.30 1 10 801 10 1001.2727 34.00 34.00 10 1051.1818 19.50 18.90 10 1 toseae am am 5 11006-2e21 30.50 25.00 10 .59 10 aCOSeae aso 6.35 a '1006-2727 34.00 28.20 10 loss." 9.50 9.50 6 105&10a Io.w e.So 105alaid 10.w 10.60 a 10561210 12.60 10.60 6 10561212 +2.63 12.113 a 105N512 15.0 12.w 6 10511-tals +6. 0 15.40 e •lneaist5 law law 10 1owisis 16.00 19.90 10 ucer '3 41011"with reduce, -supplied with reducer xpli with reducer 1 2-1 .30 22.w 10 'Suppbad wiin reducer • ® 106a2421 25.w 25.00 10 10Sa2n7 26.20 211M IO �- -- 'Supplied with reducer OUPLINGS CONNECT PIPE SIZES 1 - 114" TO 27" L Nis eyF r •L� , 0 Y,4.Lya.as.aa.No ' dAasea...raM.. oWks.) OTHER QUALITY FERNCO PRODUCTS SEWER PIPE JOINT SEALERS MOBILE HOME CONNECTORS Fernco Donuts are Plasticized donut- Fernco Mobole Home Connectors shaped pegs for compression sealing of FERNCO am used to adapt any mobile home sewer pipe joints.They can be used With WNUT drain line tc, any newer neeC and sewer pipe of the same or different ma- for connecting sections of the ro, larieIs,and seal effectively against inbl- bits home drain line. They are a ba.w and exfltrat,. .Donuts are made combination of Fernco Donuts Flax- from a etastomerw plastic specially for. ible Coupiingt and Quick Seal Plugs. s mu'latetl as a sewer QUICK Connections are available for all jmnl compound.Sixe to SEAL types 01 sewer risers. Quick Seal size or increasing Sixe Plugs are used to seal the sewer FERNOO DONUT —t!4'"through 12". riser when no drain line is ivtalled. I 300 S,Dayton St. Davison,Mich.48423 313-653-9626 -C- KING CONSTRUCTION C 1, INC KhNG-CC'209 FN tl LS W° If Wo W ca U 16 13.113Ya 8th Sleet East 1 Sumner, Washington 98390 (408)836 7819 a(206)863-0935 6 .tri4S♦ fl Y-3 tiwbjo. TO =TwA, 49o$f_ GENTLEMEN.WE ARE SENDING VOU WMtachetl C Unft separate coup via_ the Idbwing items. ❑$hop arawmgs ❑Pants ❑Plans ❑Samples ❑sw,f,"tans C Copt of Nitar ❑Change o,ee, ❑ _ C_xwwnau C.s 11 4 S�Iw syaw.. CmoAaI c..r Or THESE ARE TRANSMITTED as dlada a boon. ®Fa apm..l ❑Approsea as suhmetaa C R-.bm,t__poPNS to approval ❑Fm your uv ❑ Approved as notes ❑Suomn copes br elsinpuhun IN As ae,, a Nd ❑Rsturnea W wrec'ans ❑Retum__InrrMetl p iota ❑For rev¢w antl ca,m¢nr ❑ ❑FOR BIDS DUE—_. 19 ❑PRINTS RETURNED AFTER LOAN TO USr REMARKS__ COPY TO-)FjL/i_ - ---- SIGNED la SNS H e.rcbaurat ars rot as roYo kmAy naMy°a ar ar{a - -.-- LT I x .y .. i IBIS Mat f ! ! ► ! ' !'!1!1 ! ili ! ! I ':111la'1�; ► iIl ; do " II� z8•is'' AC ;? 1 it .• �- •n ,t k 10 l I ! 111 ill I ; 1 111 rl�� . •� (�' I� ?(iI }i�. .il ; i I ; III 11 1 ��' Y• � .:, i I�_ l I1' ;11�,I ,C� �1: �I1 t!T1�•1� it!t �t�: ! iI j I��, �li �; I r�1 1G� r Iie;r1I11I .. lii � l � ji 1 1 ' I � '• i ;I ! ,: . � ; Iil I; i � I . fl it t 11 , I Ifi ICI iili il1 ` 1 , _ l. 1� � t 1 1 f I• . . .�.�. 1, � , ' ! ' �rr I 1 I ' t 1� - 1-r r ! I ;I ' !1 !'! I ' ! ! I � Ii �I 1 ;:.; I , 1 ,; . I ; I •1- I�t( � � ' II iI ! ' � I : It �i ' ! ' it i 1 tl I • ! �I � Ili Iii : � I 1 II I j I 7 I 1 1111 I ., t ,tt ��.k Ii 1 t la ► 11 LFOR ALL >, MW LOADS -1 ! 1-j1 � � ►-i i li k � i I r -li i T ;I T`• � �I � �. � ( � I , , . . • , ,.,. � f��r I � Ilt I I � I Iti � . ,• j I "� i{, 1 111: �tE �? T;1 ; j 4 _r , IT I I11 I it Sr4tE� C.X eF.c'AM� d Lid � eow.rraaw,,.cre,srcuswc e. /I?N o.n �-iy-4 'ee+ — A nw.4_-rx.t.lA 1 � � �.n.. C/SU Stwst At•Aat. NI C ONST UCT N I-I . t ! I 1 ! I I �•' .� ! 1 I I i i t i i • ; , ; ! j , ;� �° ;�"I !; L � `'. ,i� !� Itli ; �i ► :Il,.�, i ! (-, � ;11iI � 1 ! ' �i Sumner, W� 28.tS Ad;? l t I , it �� I. '•irr -S'i�" ' 1 � f I'� I � � ;a i� i " I . I ' , �• t • •' ` , !!�: : i ; II I 41 . ; f t 1 1 . . I � it II • , I I .-' 11 , 1 1'1 i I � , � lI , I •I- 7i I ! I � . I !.� ' I , l : l , il ' i - ' ! 1 I • it i .! 1 L, % 1 I ( i ;ll it ! : iG, i I ! I li I I i , ! 1 �' 1 • T9 , 1 mii�t[ 1 ! T-I !I ! t � r I li . l , I , 1, I I III - I iI 11 • i1 ; , I _ i I , , r ! •�' 11 ' il I-'{��'• � 11 , ' Ill . I- I ! LI_ '1 AOJ ya�r� ��,N.�a4e tr,�,o rrNiT I�;:� +I! r? .i iI IIiIII . f I , II Ill ,_ ,. , .j iI117 , 1S1'C" ' �' ::l"Tt�'�T."ft� - ' L'r 1� �•F `` CPok ALL, W/W LOADS t1 I � ! ' 11 i'i' ' 1 1'l 1 r r+ �• Ir �►I �• .`. � +! IIr , i ' ,,, ! ! ! I � !�1i i. -t ,_ . f1 il:�t 1{ �;t , I �.t+i :, �•! ! ' 1 1 � I ( II i1� i1 ; iYrff {J1I(( II I II I{ } I T I I ►ill�t Et':L!-[{{i ,! fr 1.��: �IT •■•■••� ®�o .CONCO_ETP `til4C .G'iiJri .SL r1 B ,moo e A>A&Cio DOWN.W UZ Ws wC �� /ICJ^/ own .a-/y-y 'aEv � A Dw6 `��-1•M:iWFI �J _ J A I t _. . _. . ._. . _ _ - /f � � si • � .) I I - l ` -- -- —-- AW ADS brings iiiC superior qualities of _ high-density polyethylene to manhole applications. _ Advanced D^page Systems has long been known for m. 'acturing high-density poly- Storm sewer Wa ethylene(HDpq products that deliver superior strength,durability hydraulic efficiency.and ICE575Pq ease-ofinSlallatidn. These same qualities extend to ADS poly ethylene manholes,making ADS your single source for both manholes and the pipes which connect them ADS manholes have been held tested under a variety of conditions to meet exacting design and duality standards lot long life and corro- sion resistance.They have peen proven to dullest concrete,steel.and fiberglassEL manholes Designed to be used primarily d;storm Standard sanitary sewer base sewer and sanitary sewer systems.ADS man- holes can accept inlets and outlets up t�36"in diameter.They are often custom fabric red to --_� lit specific project designs. 9 The ADS to nae cast it Do moll one he as well as standard wet Iron crmpanenb 11t the ��rr ADS manhole neck © ADS manholes may be ordered with or without steps molded into the sitlewall of The manhole ® The ex ernal stiffener ring anchot5 the manhole into the backlill material and resists potential Fabricated unitary sewer bass notation forces. ADS manholes are desrgred for use in storm O 042 pipe stubs can be factorelded to the manhole sewer systems and mmlary sewer systems. storm sewer base et mr t pine-o Previte an lbr sanlfa eoplorioslad water nAl pips-lo manhole rysewer Systems,ADSnIIars s sa sfandaN Samfary Sewer Dace as we/Ias a hD- connection Arcs"sdnrtary sewer base whmh can be cus- aa1rM prMnp fpini(ed f0/r1aR.h IIIQIYIdWI$DECIIKdfIMS anon flow cohmit ns J et W Y L } YO The durability 5 of polyethylene. �. -- ADS manholes teature high-density polyethylene,a highly durable material that Is extremely resistant to corrosion is and chemical attack.As an inert mate- rlal,polyethylene is immune to galvanic fwwr ww Hydraulic u *�' y I and electrochemical effects.It is also Hydr Hydr a� unaffected by soils and effluents with a efficiency. ph range from 1.5 to 14. Like all ADS-products,ADS polyethyl- Two different styles of hydrauhcall; ewe manholes are designed to deliver vent bases eliminate turbulence and optimum tlurability,with significantly prevent debris bawd-up common to flat- * e more resistance to erosion and abrasion bottom concrete manholes4's than concrete manholes. The ADS storm sewer base has a round bottom which ethciently channels - the flow from inlet Ic outlet Five inlets. Strong Choice. each with a 2%slope.are channeled to the outlet in the ADS"Sanitary Sewer.. oa sZ4 r , ADS manholes are designed with thick manhole. walls for rough conditions.Field tested gaMarfl aMllary aawr Ina under a variety of conditions.ADS man- A watertight holes can withstand H-20 live loads and g are proven in traffic-loaded and non- Solution. F" traffic applications when installed with suitable backhil mates and in accord- ance ADS manhole joints are made watertight ante with other ADS recommendations with sewer quality gaskets(per ASTM t r F 477),eliminating infiltration and aiv ea ration problems.Gaskets provide a I watertight connection between elevation sections ' at to. ala — 1 al Fabricated ueltary asset best - i ADS mdnhobs am oesrgned for use m storm a sewer systems and sanitary sewer systems For samtery sewer systems.ADS aNers a standard sanitary sewer case as well as a tab - ncate0 sanitary sewer base whkh can be cus- tomined to match mdnroual s0ecrbuhsas aM Bow cW&O,s 10 P. i J Components. Concrete filled polyethyl with stainless steel hang Engineered to stay in place. :: eTu„,Ess STEEL eMIplES Lightweight ADS The API manhole is i - designed with an eatar manholes bring nal stiffening.anti-flota added safety and hon ring which serves to simplicity to anchor the structure in the ror View installation. backLll material and take advantage of the natural upper units angle of repose of the gravel Due to Neu polyethylene composition, backfill to resist flotation .--�•._—� ADS manholes weigh far less than ton- forces. Crete mmanholeannoles.virtually eliminating the Several other factors serve hazards normally associated with man to resist flotation:the weight of hole installation.Unlike concrete.light- the manhole and lid,the friction - Wight ADS manhole sections can be between the manhole shell and s.. easily lifted.Lowered,and guided into the surrounding backf ll,the IIIL�IIL place by hand for safe.fast,and easy weight of the soil directly above _ installation.The result is a higher quality the dome of the manhole.as well finished product with a lowennstalletl as the weight of the soil in the Cone _ cost ThesafetyfeatEfe50tine ADS above the stiffening ring. polyethylene manhole may also result in _ reduced insurance rdtEs. — 514 View Small diameter inlet and outlets for ADS polyethylene pipe can be factory installed to ensure a tiynt,easy-to- Elevation section assemble connection Inlet and outlet (Available with A without Steps) openings can be drilled or cut in the Held + _ to match existing pipe locations of to �•' •• _ provide proper grade and alignment SIDE View i With Part N-2010AB Steps Weight-95 Ibs i Storm sewer base Components. (Available either 3 feet or 4 feet high) '— The 40S storm sewer base accepts any type of pipe up to 36"in diameter 36'or 413'high bases are available. Concrete filled polyethylene lid with stainless steel handles 1 " The ADS polyethylene manhole lid' T I p Is designed for use In non-voila aCFll- 1 StadlE55 - Earths The lid is concrete-tilled and \ e y M ege0 with steel retractable handles KRUM sy r li easy removal and Installation.filled,the lid weighs approximately 200 pounds. SIdE VIEW SIDE VIEW 1� _J Part a-2170 AB \� m WEw Weight-200 Ibs roe mzw PATS NIGHT lifli UPPW Units 3620AB 3' 110 lbs. �Y l ne repel U. a ava"I'll m. 4820AB 4' 130 lbs. (Available in 3.25 toot and 1.25 foot M'g -34 P the a" Per, k canbe a is fyb-h�'.'Aft.to a III,. ,eel. (Shawn with typicall inlet and outlet pipe Stu Heights.with&without Steps) tight a yaoe adibslEMdt I o,een .� . r eld Whe co. Oak to pull m ..I'' adlustmer .nel.laI with van.. Initial Sanitary sewer base w concrete mardi Gor%tr-..-.iL"- The ADS standard sanitary sewer base is `., designed to accept SOR-35 PVC pipe up I Its j 12'in diameter Easily installed gaskets P_aNr. nE16Ni STEPS WE1CMi provide a watertight connection to the ap'G.B 3.25' yes 107 led. manhole base Other types of sanitary 40 1840AB 4.25' yes 130 Ibs sewer pipe can also be adapted to the AD.. •' 3641 AB 3.25 no 107 his sanitary sewer base,including ADS N-12 4841 AS 4 25' no 130 lbs In addition to the standard Sanitary sewer bases,ADS also offers a fabricated Sam- SIDE VIEW TOP VIEW -- — - _ _ tart/sewer base with bench Thls base G specially fabricated to match particular slope requirements Elevation section (Available with d without Steps) �-- Elevation units are 24-in height(installed) sine VIEW �---- and are used to increase the overall height - r ® Of the finished manhole as needed SIT Part M-2450 rig SIDE VIEW Top VIEW Weight-140 I.^ With Part•-2410AB Without Part w-2411AB The Sanitary Sewer Easels designed will Steps weigi'l-85 lbs. Steps Weight-85 les choice of five inlet locations and one ounP' for pipe sizes 4 inches through 12 inches SOR 35. F 1 d p r r I t CORRECTION (S) REFILMED TO ASSURE LEGIBILITY L _J _ L- J Storm sewer base Components, (Available either 3 feet or 4 teal high) Tine ADS storm sewer base accepts any type of pipe u[to 36'in diameter 36"or Concrete filled polyethylene lid 48'high bases are available. with stainless steel handles 7� The ADS polyethylene manhole lid' 'mac] �. is designed for use in non-traffic appli- I STffk E� — cations The lid i5 concrete filled and I• �. F 5 (`j- equipped with steel retractable handles for Ia111W111WY l_J .C�` L .V easy removal and installation Filled,the lid XX weighs approximately 206 pounds SOf vlEw Slot VIEW Part♦-2470 AS �� I TOP VIEW Weight-200 Ibs. 1oP vlEw Upper Units PAPTt HEIGH WEIGH The upper unit i5 available in 3620AB 3' 110 Ibs. 4820AB 4' 130 Ibs (Available in 3.25 foot and 4.25 foot heights-39-or Sinn The manhole neck wit i Heights,with d without Steps) be easily field-inmmed to permit major b (Shown with typical inlet and outlet pipe Stubs) .� g tight heal grade adjustments.i major ben- _ alit when compared to grade ring and brick adjustments necessary with conventional Sanitary Sealer base concrete manhole construction. ® The ADS standard sanitary sewer base is designed to accept SDR-35 PVC pipe up to a . WE IGH jl I_r 12'in diem • Easily installed gaskets PART I NEIGNT 3610AB SIGH provide a w, Might connection to the i yes 107 lbs manhole base Other types of sanitary —M 48/00 1.25' yes 1301DS sewer pipe an also be adapted to the ADS I 3641AS 3,25' no 1071DS. unitary sewer base,including ADS 11142. L- '4841AS 4.25 no 130 his. In addition to the slLndard sanitary sent bases.ADS also offers a fabricated sam- _— sioE vlEw tov wew tary sewer base with bench.This base is — - -"-- specially fabricated to match particular Elewdion S9Ction slope requirements (Available with 8 without Steps) _ - -i A Elevation units are 24"In hPighl(installed) SIDE VIEW i` and are used to increase the overall height r ® of the finished manhole as needed. II-,P vlEw sloE w[w TOP virw ,,•. flirt N-2450 AS With Part•-2'.70AS Without Pai!d-2411AB Weight-140 on; ., Steps Weighl-BS HIS Steps Weight-85 Its The Sane.y Sewer Base Is designed with a choice of fiv...nlel locations and one outlet for pipe sizes 4 inches through 12 inches SDR 35. t aI E a a t Y r i � P , a Components. anhole adapters Concrete filled polyethylene lid with stainless steel handles • gWFTEp VAR,. - / 4 04' 0468AG 10' 1D66AG r•'•'; s1AnAEss I r��Y! " 1Y 1268AG • SEUMplEB K 14' 1568AG + ... .. tv 18' 19fi9AG Note'.Connections to ADS Sanitary Sewer Sim VIEW Base Inlets or Concrete Manholes an be Part♦-2470 All achieved by using the Manho:e Adapters Toe view Waght-200 Bill. ADS Bell a SD835 Spigot. upper units Polyethylene neck r--r----"—�"� (Available in 3.25 foe'+nd 4.25 toot extension Heights,with d without Steps) � -y� SIDf VIEW --I Part P-1211AB SIDE VIEW top VIEW Weight-25 HIS Elevation section Manhole extension (Available with IS without Steps) gasket I SIDE VIEW IOV VIEW With Part♦-2410AB Without Part N-2411AB Steps Weight-85 Ibs Steps Weight-85 Ibs. MFIEE VIEW Part w-4885AB I ' Manhole V upper units elevation sections and a ;a ♦ 'ate upper Sections 1 installation The elevationanOnseenenI and Upper ends i De l "tcked on Inc Dace 7 he Ipmt Is a longue m guidelines groove Jesign and can he made watertight by usdg ADS gasket part w 4885AB VI. Soria iAq the manhole elevation I. Attachment to the storm Mellon$It upper unit seWH hose ADS manholes Can b¢Installed in the ballic ADS N-12 smooth interior$to,In ylene pipe can right of w and can su rl N-20 Lwe loads M ta.:'ehoor edsfor he fuldh al scweon the to M pe pW fir the-ject mrerao+isfor exi maidioc on the wMh property insbeba prpct The base muss De bxktilleu with granular The 3-RM high storm sewer base an accept mateial Finish Dw:MAi can he Class 1 or 2 pipe up to 24 inches in diameter The 4 Met material up to grade see note for definition of ; high storm sewer ease an accept pipe up Ir Gass 1 and 2 backhlq This backfih must W 361nch95 in diameter. "laced Lmtormly m 12 imd+Ilits a'+d cnmpacled ,T Once Me haven,set and backliled,the a That maker bass ofe pipe tan f used With ires ADS elevation sections and upper unit can to shim sewer bMe t This nor wily requires site cut Installed.Crushed stone at gravel must be k\ owing the open ing In thecaseon theloftsite.This holcan easily be cut will in electric Di ba1 be Md YMIeyJ%gp1kvFmly Meta H.Ctlenf 1p 1Dt regular nand saw IWr NYeMMIM NbAN maMMM. Aftmkm b la M NniMtl Sawa'Go" Trathc applications require a concrete cmtaf O Ili¢Sanitary sewer base has the inlet locations least 8 inches thick and at cast 5 feet m pill and or outlet Each mkt and Outlet Can Accept ter around the manhole neck astandard cast _ 4-1012 tech SOR 35 pipe Gaskets to provide a iron name and rid sotl c set on top of the watertight Conn^cn0"I•c'n the SDR 35 p:pe to concrete The manhole neck an be trimmed the sanitary sewer case are available from ADS with a saw t0 make final grade adjustments Neither the iron ing and cover nor the cor.uele it. E[CaeNton and bbOdi00 collar Should rest on the polyethylene manhole the requirements for uniform hvu tiding and 4.5 Manhole segmeR'lomle burette the note at lent E 1^ t in diameter and neck or wit extension embedment particularly for small plM) to function as a lull tongue and d at least 12 inches deeper lr ae finished eleva Class 2 Clean.cc."m sands and gravels w"h the groove portion no less tha t tan of Ice invert Oahe car. repose maximum parllcn.size Or 12 to 34 mch local in depth with the Capability to a Place 12 inches of crushed rock or gravel:n MW:Class I Angelar,12 to 34 inch maximum mg variously or tied sands and gravels conbta- optional gaskets recommends:a the bottom of the hole to provide a stable base $oe well graded nul stone,coal slag tin- mg small percentages of tines generally the manufacturer. for Me manhole In an cases.Protect Sci ica ders or crushed snalls(ASTM 0-2321 allows the granular and rancohesher.either wet or dry eons should b 4e adhered to use of 1 2 in"maxmum size aggregate.but IA%TM 0 24F7 soil typer GW.GP,SW and SO 5. Requiter nRis: Phu the manhole base in the excavated hole the cm of sot. age sizes is not consistent will are inc shall ekhlq: luded' S 1 W Eelii avid check the elevation and levelness Of the laces shall be relativelyy smoOti m anti Deflem of the maniple and the Orientation of the —. --_---- ------ ------ —'-- projections Manhole walls sha, Udnels gIlld0e0u5 IMOUgh0u1 with r0sp ADSpolyethylene sh Meterld uc d us Polyethylene Manholes compound and may heads sir.. all De produced usurp polyethylene tom- ethylene modifiers The surtx-, The form se lease ante the y The to Accept sewerbase can Dn cutwMahand manhole product Typnds conforming to thessB as patof of foreignninclusions and maser saw to xcepi pipe other Man N-12 Storm type III.Category Class B.as detin4n detects Polyethylene Manhole n sewer bases which are to W used with N-12 pipe specification and described In ASTM 0-3350 Clean as unil0rm as commercially u'sc can be ordered with N 12 stubs welded into the reworked material or reprocessed malenal opacity.density.and other pnr:. case at the factory may be used in the manufacture provided that ties The product function scan S The Sanitary sewer base will accept 4 12-mch 1.Scope:This specification covers male- the manhole Components merit all of the when judging external defect SOR 35 pipe in any of the live inlets or the lots manufacture.dimensions and require- requirements of the product specifiu1101. 5 2 Dimaesleaa:ADS Polyemyie puller TO itself the SDR 35 pipe into the ,se menus for ADS Polyethylene Manholes used e_ManuhCtere: shall have a nominal cylinder inR use the appropriate hole saw and bore the hole with sewerage or drainage pick and or under- 4 1 ADS Polyethylene Manholes shall N pro- ter of 48 inches The metal •el into IN inlet outlet surMu ground conduits with outside diameters less duced it ice rotational molding process the nal inside diameter shall be 2 ' Insert the gasket into the hole so that it seats than 46 inches manhole will consist of an appropriate COm- 5 3 Wag Thickma:Wall their-I properly Then h:buWte the SOR 35 pipe and 2 Applicable documents: bination of base.elevation,antl lop section components shall be Ordered u itself it mM ice gasket pp based on f base requirements an ante with ASTM 0-2122 anC no 2 1.ASTM D-883 Definition of Terms minimum pt 330 inches IV. bagahllinq the base Relating to Plastics 4 1 interior access to all manholes shall be The base Shut be backf fled.,in Crushed rock 2 p gsfM 0 7350 Specihcalon fur Pm designee so that a portably;adder or per ma seprlaM molests: y dent step system can be supported by the Bottom Section 24 or48 n. or ert of to a depth of at cast a net above the and Extrusions Plastics Molding p Elevation Section 24 pmehe iwrtrl Of the mdnh0i¢ II m be nECE55a• b and ExIN5ipn5 installed manhole Manholes may be Supplted may Y Too Section 39 or 51 Icld hie base in place doing oacklillmp Case Materials with factory moide0 steps or may be supplied Should be taken to backtnl around the base um' 2 3 ASTM 0-2122 DeterminingDimensors at the purchasers option without permanent UininMn steps All neiy ns am after Idmmp ai Mildly The base should be Chewed to make of Thermoplastic sbc Pipe 4 3 Manway reducers shag be concentric with minus 1 inch -re it+s level and Filings 5.5 Fabrlcadoat Inlet and out Y _2 4 ASTM F-412 Definition of Terms Relal- respea to the larger portion of the manhole. tonn,,:.into devices may be f.:nr ing to Plastic Plpmg 4 4 The manhole shall be designed to accept usio irn welninp Iecnmque, V Systems concrete filled polyethylene manhole lids EE ext ion arc -.series shall a 2 5 ASTM D 2412 External Loading Proper- weighing not less than 190 pounds and must y the mmuladui ors a b an ties of Plastic Pipe by be compatible with standard Cast iron frames merm mended Parallel Plait Loading and cast iron lids or grates at the purchaser s segm option `R s i ADS manhole price list. Storm sewer base connections Felrk dw tale)aM pound Net glee inlets and outlet attached che dal 19 inches bete o the outside customer of the roundfond wing Cle charges are hinfactory lueall labatnd old,materials by Inc cuMomtr for the fopowing cl0rge5 wL¢h include all labor and DID:materials. 12"land smaller) S120 00 ea. 24' $190 00 for 15 S145.00 IT 30'$220 00 ea _ 18, $160 00 ea 36"$260 00 ea -1 Note'Inlets and Outlets o1 other diameters and of"types are also available.Please contact the appropriate plant for debut Sanitary sewer base connections t trial Gaskets for sae with Si elgry Barer lase The ADS Sanitary Sewer Manhole Base has Ion Inlet channels and one outlet channel Gaskets to attach SDR 35 PVC Sanitary Sewer Pipe _J I to the live Inlets are necessary and priced a5 forlows !•/ 485AB 1"PVC SOR 35 $5 00 e+ 1085AB TO-PVC SDR 35 $11 50 as r' 685AB 6"PVC SDR 35 $6 00 ea 1285AB 17'PVC SDR 35 S11.50 as +" i�eAar.�.�•�,�,., � BBSAB 8"PVC SDR 35 f8 00 ea /BBSAB 48"Joint Gasket f22 10 ea e Corrugated HOPE tubing can be attached using Internal Couplers Part Ns 415 615 and 815. �emaMS for uniform Launching and /.5 Manhole Segment joints Shall be designed a Fully welded elevation sections $150.00 mid. :m particularly for small pipe) to function as a full tongue and groove with ,lean,cum sands and gravels will, the groove) 'ion no less than 2 75 inches — d particle site of 12 to 3:4 inch Includ- i-depth,with the capability to accommodate ,- Osly gradeo sands and gravels contain- optional gaskets recommended or supplied by Manhole adapter..alling prices percentages M urni genera^y the manufacturer. *Prices are F.D.B.ADS.Inc.If nutaeturing Plant and rlorndhesoni either wet or city 5. Requirements: SEIi'.kg 2187 soA types GAIN GP SW and SP 5.I Wartmaashl Exterior and interior star 0201 F' DIAMEII` PART gLF: faces shall be relatively smooth with no sharp ga- 0468AG f 7.30 —'-' --' projections.Manhole walls shall be nomo- 06.. D668AG 9 50 vials:ADS Polyethylene Manhole, o^neou;throughout with respect resin Pcompound and may Include structural poly- 08" 0868AG 12 00 unpainted using polyethylene cum ethylene modifiers The surfaces shall be free for 1068AG 21 25 i conforming to the requirement at or foreign inclusions and major surface 12" 126BAG 39.50 Category"3".Class B.as defined aefects Polyethylene Manhole parts shall be ended in ASTM 0-3350 Clean15' Ill 75.00 n material or reprocessed material a5 rrityuniform si commercially h"healpracticalin color, 18- /668AG 75 W psed m the mrsutmo re provided that opacity,density,and other physical proper D ties The product 1rn shall 5e considered no:e co^�rianens met, all of the when judging externalal defects - Lents of , Cr'duct specification 5 2 Bimenslem:ADS Polyethylene Manholes ufacture: .hall have a no...inal cylinder internal aiame- Manhole component selling prices Polyethylene Manholes shall be p:- ter of 48 Inches The marl reducer from,- 'Prices are F.D.B.ADS,fee.Manufacturing Plant the rotational molding process.The nal inside Otan r shall be 21 75 inches SELLIK will-ori rt an appropriate com 5 3 Wall Thlakaass:Walt thi.`ness of all WIP a HEIGHT STEPS WEIGHT PRICE of pas, ^levation and top section components shall he determined in accord- Dpp2;units 364(AB 3.25' yes 10710s $19/.OD omlect r"threhients ance.,in ASTM 0 2122 and Shall be a i840AB 4 n, py 1301M 74600 for muss to all manholes shall be minimum of 330 meets a so that a portable ladder or perma- Sev"M Nalgm: 361+AB 3.25' TO 407 her 19/00 n system can M supported by th, Batton,Section 36 or A8 inches I041AB 1.25' no 'JO Its 246.DO manhole.Manholes may be supDhed Elevation Section 21 mohes Elevator section 24I0AB 2.00' yes a5 has 148.00 her molded steps or n be supplied Tao Section 39 or 51 inches — — a Y D may 2111AB 2.00' ro B Its t18.W a«Laser's option without permanent (including an rased — — — AtI heights are alter Iro aria are yWs or Storm sewer base 3620A8 7.00' m 11010s 194 W way reduUrs shall be concentric with minus 1 inch. a910A0 1.9D' no 13011, 20 M to the larger portion of the manhole. 5.5 Fakdaallen:Inlet and outlet Oper:ngs and g connecting Oevicez may De fabricated utilizing Sanitary sewer base 2eWA8 0.00' now tits. 350.00 manhole shall he designed to accept Polyethylene lid 247MB 0.42' 140 An. 00111 e filled polyethylene manhole lids extrusion welding tech^hfues.Fillings.gas- -- -- - ---- q not less than 199 pounds and must ous,and mcessoric ;halt be as recom Neck extension 121 tAB_ 1 0' re 251bs 80.OD gabble with standard US 'fin frames mended by the manufacturers of the manhole Manhole extension gasket IBB6AB __— 22.10 chaser's segments -- fact lids Or crates alIhe .r -him YaIN+M1 14nae. w pYaei rW�:':' y TF rz I I I i - K"'O S11NICT10!}OL �w c fi D S L. t R 23i13M 81A I E 9eM�ir M� WO Advanced Drainage Systems is the clear- cut leader in providing high quality drainage solutions.As:be leading manufacturer c Advanced high-density polyethylene products.ADS Is A -' dvane ed your single:ounce tot pipe,manholes, SOlutlOIls From sales All delivered via a manulacturing. f! sales.and mstribution network dedicated to Advanced Drainage providing exemplary service along with the systems. most advanced solutions availableWF 1 ADS nationwide sales and manufactur'T19 network. MO EAST � N L w.Mi BIA.�.tifM xnL COUT NO11TM C!MTPLL CIi VM NL 1!W]9l�9 MVMSN.I� �.BT?.1339M9 1®IRIT VI tR �A9)JYfs]E 4w UY in �Ydn}]ld9 i xOVM MpnrIMF4T �B91})ElZJ e....We.]M ico]a+wv wrww� wp iACOTDBSSE �MMw�eC1 `99]SlI9X) LT4�.011 pyrry L[IIIMI T. cprrowrz awls. nw w..r on...aMr+.x a�F)9EL ryNl Enawr fIX:", IxI AO NCEO aMAINPGE SYSFFMS INC I I J T. .i x'r�. 4 ,.. i '. . ' ~ � �� •��$�oag,��Wt�ertigh4 �<LMA �.,t so � v �' s ..� +► tip_ "��, or ' The First, The System Complete, /''��''{/� � � i1-12'" HDPE Pipe A Advanced ADS N-ha Pipe biers on u ':heticombination of rstrength . . 'dbJily with oulsfand:n3 flow in capacity.Manufactured with HDPE c Advanced Drami Systems(ADS), resins,N-12 offers superior rears St - system the nations leading manufacturer f tance to chemical wlack antl cono- In high-density (HDPE) re a Ysione from 5 to or efiwents with Is tlrainageprbtlucts.again exterwsADS range of t.6 to t a. and HDPE technologies to develop and other industries.ADS has p:0- in p•eemmMd•UYw Pp a a: I se advanced complete s�h all anitary neared and drainage pro HDPE to advances r•� pit �`. sewer system oneource.The ogyinbdrainage product ativances � nDs pipe available-test from system trce.The ADS through more Man 20 years and 'il�y-tastable system bungs to serif- through more than six billion feat of H — tarysewer applications new standa,mils ADS pipe installed around the world. Ace ease in watertight reliability,strength an 0 A pH Ili t*11'5 ro 14 durability,and installation efficiency. Innovative ADS solutions for'waste Tha ADS system links the advan- water"control date back to before N-12 pipe is a proven performer, tales of proven polyethylene pipe 1970 Subsequently ADS intro- even in harsh landfill conditions.Its and mannnles with a complete line duced the first gravel-less SB2" strength is lest-proven at Ni heights W d maned tidings.In addition.the leach bed on-site soil absorptir : of more than 100 fear It oNers supe- of gas are capable Of connecting system 180.Easier.corm nor resistance to abrasion,proven and fittings are the ADS system ale- gated, ._pipe from ADS revolu- in lough mining industry applica- and adaptstswith PVC.concrete and other lionized agricultural and building bons and in lesis with the most products.The system features. structure drainage,and today aggressive sewer cleaning tools. serves in culverts across America. •Strong,durable smooth.interior :n recent years smooth interior Avwes"AMP•ion Vi1wi N-12"p:pn N-12 pipe in diameters including >+ -- •Tough of eth lene manholes 36"has gained rapid acceptance f oo f+r- aemlrced 9 P Y V 9 P p as co •Thermo-molted.gasketed loir Is as a superior storm sewer pipe. $ xo - and fittings. ADSirnovativu panel-shaped - AdvanEDGE'pipe,proven over 3� os �—i AD:: One Experienced$ontice thousands of miles of highways, y an ADS innovation and reliability nave threatens to make geocomposites c 300°0°4taX dd .d 6add f been tested and proven in Me man- obsolete as an edgy drain.With the s introduction of polyethylene man- ufacture of quality drainage products boles to the U.S..ADS has fvther And—unlike PVC products—N12 r 'or the roughest appkcationsin the changed long-standing notions and HDPE is highly impact resistant,and waste management construction, ,,radices through product innovation, t naffected ty c.ld lemperatures It transportation mining,agriculture can be installed,,winter weather— p r' unlike PVC which s subject Io >k breakage at 10-20'F L , ADS M-12'Pipe Stilfm•• 01 I Minimum StlMn•••PSI to _ erpe N-IL TI bamewr SiarJ rd Grade III _ Pt at fit li at N-12 pipe stiffness is ebuwaieni to that of PVC pipe of the same nomi- le net diameter,and its inside.diameter `I ,measures larger thin that of the f' same nominal diameter PVC,pipe, A typically providing 3%additional flow capacity. ✓l The system Componenis N-12 HDPE Pipe ADS 1,112 pipe,and all system especially for sanitary sewers ADS N-12 pipe offers an components are delivered to the eliminatesturbulence andprevents unmatched combination of strength sanitary sewer job site ready to build-up encountered in flat-bottom and durability with outstanding flow install.Pipe diameters of 4'to 18' concrete manholes.The ADS base capacity.Manufactured with HOPE can be ordered in 13 or 20'lengths. has five inlets which are channeled, resins,N-12 offers superior rests- Sections can be easily field-cut with a2%slope,to the outlet.Gas. tanceto chemical attack and corro- manually as needed,and do not kets provide a watertight connection sion from soils or effluents with a pH require beveling-anothe.advan- with one or more elevation sections. range of 1.5 to 14, tage of HOPE Each pipe joint To avoid risk of infiltration or exlil- includes factory-installed gaskets tration the gaskets and thermo- _ther industries.ADS has pro- Roeommonded Ll"pill ranee and a counter,ready to lube and molded fittings make the manhole ,ad and developed HOPE tschnol- ADS more push-connect. watertight.Vacuum testing is an into drainage product advances oxceltent proof-test. Hugh more than 20 years and Nonni Hugh mxe than six billion tAn kit fast of r- I -H important conalderatlon, 3 pipe installed around Me word. 1111:111arg Bssa the hole sections unlikhyleneman- ApM rArrpshpm 15 b 14 hole eeetiOrlS-unlike CObcrel2- watwe ADS solutions for"waste can be lifted and installed by hand. er control date back to before N-12 pipe is a proven performer, ADS manholes can be used with '7 Suhsequently ADS intro- even in harsh landfill conditions.Its ed the first gravel-less S82' strength is test-proven at till heights any type pipe up to Nineties in ;r.bed on-site soil absorption of mom than 100 feet.It offer Supe- diameter.ADS N-12 polyethylene lems in 1980.Earlier,corru- nor resistance to abrasion.pr:,van pipe further ersures a tight,easy- Po HOPE pipe from ADS revotu- in tough mining ino.tstry appl¢a to-assemble connection ized agricultural and building lions and in tests with the most Thermo-molded Fittings core drainage.and today aggressive sewer cleaning tools. .,in cuIveris loess,America. A complete line of gasketed cent years,smooth interior A~&"Abrasion Valves PVC thermo-molded F ppe is diameters including _ - - ---r.�ri � joints and fiff," has gained rapid acceptance _ co�rue provides the superior storm sewer pipe. > -. watertight link innovative panel-shaped n -_- &TheLS in the ADS anEDGE'pipe,proven over a ADS ft. Polyethylene Manhole System.All are isands of miles of highways. E y- manufactured atens to make georomposites p 20000o m0000 slxxxxi The ADS polyethylene manhole in accordance oiete as an edge drain,With the rAno.rawdcwrr meots exacting design and quality with the require- Auction of polyethylene man. standards for long life and corrosion men" of ASTM �`�r�r s to the U.S.,ADS has further And PVC products-N-12 resistance.The strength,durability. D-3U34 in 4"-18"diametors. ged HOPE is highly impact resistant.and hydiouhc efficiency and ease of a long-s+ending notions and gedloroughproductltiovaeon. a taffected by cold temperatures It icstatiation characteristic to ADS Total system design and installaton ices can be installed in winter weather pipe are integral to the manhole flexibility is offered through a Wit unlike PVC which is subject to Manufactured with rrnCk wells for complement of Couplings.Tees. breakage at 10-20`F. Wyss,Bends,Caps,and Adapter•.. rough conditions and deep burial AOSN42'Pipo$tiffn-v depths,ADS manholes have been Besides linking all components of Id( ngs Minimum stiffness pit tested under a variety of conditions. the ADS System,the q ualityiVC pipe -r. rime N12 The manholes can withstand dapt PVC pipe or paaerer Srerdam Grade H-20 live loads and are ercomponent proven in traffic-loaded aterials pith the and non-traffic apphcn- ADS System lions. Extensive. products. successful testing has led designers to N-1:pipe stiffness'is equivalent to -pacify the polyethy- that of PVC lane manhole for haz- pipe of the same ardous waste la' naldiameter,snorts inside diameter measures larger than that of the The hydraulieaGy efficient same nominal diameter PVC pipe, ADS base de=fined typically providing 3%additional flow capacity. a5i•r M>!!•trlaa 1 ♦lea . .nth NAA H•., ;.M r � _ Underhot Estates Subdivision,A-mold, Missouri The contractor for the first significant- sized subdivlsic-i prof,:t employing Tested AndADS sewer system produ is reported that the ease ofinstallation reduced Peir r n' his manpower requirementsIII . fo r`ii-g The 0 t Louis area project used i7 4 000 feet of 8"N.12 pipe,and 4,000 feet of 6"N-12.Both ADS MDPE and concrete manholes were utilized Bloomsdale Excavating Company,the contractor,credited 44 I specific features characteristic to the ADS products for the ease Of M /+ installation leading to a reduction in crew size. •The availability and use of 20' lengths of N-12 pipe •The ability to simply hand-saw N-12 as needed,and that no bev- eling of pipe ends is necessary for i"ryi.F Northeast Lalte tilting and manhole connections Washington Sewer and •The ability to install concret.. WateI District manholes with just one person in .1 the trench by inserting the ADS ia-• 7R= An installation near Kenmore, and concrete manholes were used adapter in the A-lock(in this case) -� Washington was the first of several. Both main lines passed low pies- gasket before lowering. subsequently larger projects using sure au tests. ADS sewer system products in the N-12 pipe lengths of 20 feet were y,. Seattle area. found to be compatible with the Th The project used 400 feet of 8"dia. trench box installation techniques pia „�'„• y, meter sewer main.and 2^J feet of used by the contractor,Allen Sanders ces 6"pipelaterals.Thesystemwasin- Construction Company.Joints and a�f stalled at a relatively deepl4to 171eet lateral connections were made effi. fp; 1.• Area soil conditions involved flowing ciently with the easy-to-held-cut � . sand.adding an element of difficulty polyethylene pipe.Atter the instal- _ to the mstallabon.The 8"main line lation,the contractor indicated he pipe was laid in two separate run= preferred N-12 pipe over the PVC Y - 'T"`'k•# SDR-35 which historically might ` have been used. I �t t { I �1 , Fj> Linderhoi Estates On-site Testing Subdivision,Arnold, ADS Sanitary Sewer System instal- Missouri lations have repeatedly and consis- The contractor for the first significant- tently passed a range of pressure sized subdivision project employing test requirements. ADS sewe•system products reported One easily conducted and typical + that the ease of installation reduced method—it was involved in the Lin- his manpower requirements. derhef Estates project—is an A„-Lx The St.Louis area project used pressure test.Air is pumped into the 9,000 feet of 8"N-12 pipe and installed system to a specified level 4,000 feet of 6"N-12.Both ADS of pressure.4.5 psi.forexample.to- HDPE and concrete manholes were jection is hatted for a specified time. utilized Bloomsdale Excavating The ability of the system to maintain Company,the contractor,credited that pressure without loss indicates specific features characteristic to a watertight system. the ADS products for the ease of installation leading to a reticcn^c it w; crew size. •The availability and use fit 7J lengths of N-12 pipe •The ability to sim-tly s..w •"` N-12 as needed...,ta teat no uev- elingo1ppe ends is nir ssa �fnr fitting and- mhole Cut ^ctions _ *The ability to in�Iel;�oot.rvp manholes with lust one Carson in the trench try Inserting the ADS c,ete manholes were used adapter in the A-lock(in this case) ,if lines passed low pres- gasket before lowering. ,ests. r e lengths of 20 feet were be compatible with the The contractor conductei cloth air x installation techniques pressure and mandrel tests suc me contractor,Allen Sanders cessfu,ly.Bloomsdale Excavating ctlon Company.Join,-nd anticipated using the ADS system in inectrons were mau< r l- i+ future projects. In the easy-to-field-cu. gene pipe.After the instal- e contractor indicated he it N-12 pipe over the PVC I.t which historically might enused i P Specifications �,�y � The ADS HDPE Manhole ADS pipe fittings And Installation With N- 2 Branch Guidelines 5,.. P N-12 Pipe ADS Nd2 Pips,Stiffness --- i- 1.ASTM F 405.Standard S 1'cetion pipe Minimum Pine Stiffness ee - - - O D 4x Vac' PI DlemMer PoundeancMinch anfor Corrugated d Nlyelhyler'e Pipe 1.The 25` for 4 25 unit The neck --' and Fittings in 3 be+eel or mad tot.The neck 2.ASTM F 667,Standard Specification can be field trammed to permit firKl Ix large Diameter Corrugated Poly- yratle atljusimenls. s.ie..nwc ethylene Pipe and Fittings _ ID 477 "'Guoovc I _ S.AASHTO M 252.Standard Spec fi r• 7 cation for Po''.yethylene Corrugated Weight Comparison Poundai Drainage Pipe Linear Foot 24 r Iwlde ADS Cmrugetad o•4 t ��a..;w._� 4.AASHTO M 294.Standard Spa Dlarre'er n:tnE Pipe —�" cation for Corrug.itetl Polyethyl, ! r. r o•si Ao , mar xn' xn' ear PiDe.12'b 36'diameter u�a'a' c. •- aM'rc uor an' r.M' .ar r. : an Ae rear ax axe •s" 5.ADS installationOther rHaitine5 for 2.Manhole elevation units are2 feel F. ' ae'Px nar .M' IM' ear Cutvere and Other Heavy-ON.y high and era usatlbmcreaSm the f. r aex Pa na' .a' :n' IM' f. : OM1 xlar •n" %' axe' Drainage Applications Overall height of I"finishedSlnW- ir. - 'a'w Mso' sa iM ear AL 3 Corr led ool n brie 6sers tuns as nequiretl. s•rr.�mrp 'r. Or 'oex Ao oar ii xxs' eM' tga Yet Y P'Pe 'r. r 'au.o xa n' 1, •.al ear ngi:condml When oropenymstallea, _ ID.nr cm nrwwe 'o'nr vn•rn I ran' le, en' ei ADS o'pe has excellent compressive +z. •' +M+rn es Is Far rn' xs' load leagn strength It is suitable br - !z.e' 'az Po zs n' car 3a" 1ar 9 gt iz. r 'mzn xar ear I OF user radar H2O and E601ive loatls or r.'r 'M•n Mar ear sn' xrf with 4 heights in amess of 50 feet 'r.+r 'Mara war ear ear of Pitting and Gasket 36' 'r. z sse'Ao nar ear xn' exr e e' nex Am nrs ear srr err ADS•egionalssusta �rc am available Installation—ADS 4" ! se'. r naA Mar aev •sr ear bite.hnicalassataxe To ensure Max imum,m rt Dide should be through l8"Pipe +f.+r +M•Aa xar ear rn' ear e ormanre.ADS +f.'r 'mm aW ear ear •zr inslallefir.accordance with the mcuim- L— te'.IV HMAe gar ear ear ear 'Nen1.N 12 Dipe must be cut in the corruge 'f. f iIli xxwr xsv :n' n a- PratieAS?MD921sInsipe n 2'talicorrugation O vaeley ffori01use the 3.The — -l0 - --» 'f. r 'MxPo Mar xsa n' nar e tion•.Mlle uld placed he first Practices brThermoplaslit Pipe n'. r 'epm rar nar •ar 'xar 1.Gushera sanitary sewer base 6 designed sr•+r seem Use xar s.M' ear .Fiona. ravel or compactedaccept N-12 pipe or SDR35 PVC hi •en•o a.ar xar ear aso' soil bace•.II materal should be used firsttwovalleys1 pipe up In 12 inches in diameter. L r.r 1rxw 0uX xar ear nar as the beading and ervelope 3.All gaskets must be oriented withal Easily:nstalmd adapters and gaskets material provide a watertight connection the white strped side faces the joint. 2.The corrugated pipe should be lad Other types U sanitary sewer pipe 14"gaskets engage Ina first two ca- tit-tZ COUPl1I1b on grade onalayer of betltlmg mate- rugetior,valleys Orient ltrogaskftwiM can also oe adapted to the base. vial.which should be well compacted the smell rib nearest the pipe end.) 4.In addition to the standard sanitary A around the aid s underdabove a the pipe 4.With asWts in lace,use ADS i sower bases,ADS '.o offers a fab around eco sides and minim the pipe 9 P pipe to me recommended minimum lubricant liberally on the gasket and berc d sanitary de...:ease with height of the cover. titling bell neste to mbase'SScular slopcaly fa, 3.Either Pexiblc(asphalt)or Ste con- 5.Push pipe mic titim ur bel: Besum nested particular slope I P 1 be i 1 9 requirements. of minimum epert Wappty pressure evenly when uawting. _ D3' n�cat ie D of the minimum corer requvamenis. , 4.Site conditionsand avaoften dictate t bedding materials often tli use the IL type of installation metno<'used. G.The load bearing capablllh,and S.Aconcrem-filled polyethylene lid is deflect en control of all flexible con avadable from ADS.The lid weighs tlwis are dependent on the type of approximately 1901ids.a,b a equipped back fill material used and the degme with retracting stainless siael lifting PomT�of compaction achieved.CIushed handles.The ADS manhole may be done and gravel mam,a!s'yr�a'Yk tined also with Slendard rest iron rings •' usn la end covers as selected the ei i ° an AAS1IT standard ,'+action tensityal .hout� nY A r anti 'on' •zs' near Fa in- vamen'ral'eltatiaa,AOS +r 'ox'Ao oar sx AASHTO slandertl density w ithooi ,z x compaction engineers recommend the ism of ear pe 9' P' IF �sn Po msr der propnate cast on rings sou covers. 'r vn Pa oar IN r9 is } s ADS HDPE Maabole ADS pipe Sttings N-12 Wye N42 Elbow 45a 10.21 7S... With N-12 Branch j N-12 Toe 0 W un N-12 Branch A ! ' . e � i Z w zz e A A O.D.ay.--- i Z L malft IBUPPINUrrilEayeilabl6 L ; __. _ d 25 fast or 4.25 feel.The lack i I ZIIE,Wlrimnled 'permltfa:al - I�. ,A ° z e edllWrrlsrlLL. su['.aide i I r Muw $ffi xm' sffi' •_ --I.DA)P_. -.. cNanmva r oMlw ]m' •.ya nY Pe t 3;lnarrriarax-, to +Oyw Sm' 1C lP Isar h IY IYM.b 6Cb r$m' IaW WIM Pe anSyd L MWVMiwiew ra fMli ISW]A'?K' rW 6A' 16" +y5 W Ss0' 1.)5' A.W I e'4Rx.pr1W'J.a']YI OM+� 1W ra .."i bb'.n'2Ye't03' 1.1P ra.- Mrn , Its aK xa, .M' r. Vann V. n. m'+Ir ear N-12EIbow90e e'.e aeaxw IIW In In' 4 r. r0ee]w mW..b'.m'I].50' en' IbdY ewneon VMIB Me 21lBt ra .- lMrw f).Sa .n zar aW I m3a'sn'$.ffi'Ia5a rffi' r.r Mexw I.2V .r- ur sa• +a. r IM$n eM'sx]m'I])a' !so' 1aMNUWbMICteseallN r. r Man IWae lnle4iplitpWd.t MllrwMEstruc- . Ila. a Ia$n n. It, Ia.lo-IOMn n)r sm .K'I. ir AWamsnarKa. . +MIn W ar s Sa M'S IV'sArrnww -.. ._ Ia. r lmn nn s$r .K .r +r. r+asn nw:.xxs mffi-L W _LD.eZ]'--- cmaN.bv[ +and Iai a)n' S.n' !n' Seo- +ra e'+a]IA M.T ear.m-Ia 1p'uA' 14 A3' 6.D]' Yn' )ffi' IYa1Y Iab/p ])K'aW ear AIs 2n t IYte fA$w N.$5' SM' '.n' 16'a vlM•w ab-er xn'IeA-Ia)Y Z IZa r 'xtl IA Aar IW K' 1!P IV. r lMxp ltN S.b']15'II SY I]W r IY.Ia A..W aW SW 5$s' )n' IV. e'lea].p M!0' I3W !'Yeti IAIIQ ]ISO' OOa 1. )A' IS'a 1a 1M.p M.b'eaa 5n"A.SP+.W /� ra.' I n. KW 6.b' i15' a3' I!'.tY IyS.W Mar e.r aar xlrl.a' A 1 OTT Ira !' IMxw AM' S5a' ]n' !.n' I!'a15'IW.50 uW eW lb'N.W teW Ira r 'M!w A.SO" ear .in Gar Ira .'IM+14 AW I xn'IS.n-14W 1 S'a+a !Mw M5a 65p' 6n Sn' Ira Y ep Mx ]YW)SO'].15 x.s'I)W IYa�Y ;sMw ]$m SSY W S$!' ra rISex.q M50')b'..W A.K'17W IYa16' IMNi ] W 050" !W S.b' Y.+P IaY.a M.W)b Sm $.W Isar -]J __ y le'a.' •Mt ld xIM t]P IV 50' Ira+ IM..0 M'b')SaaW M.LY - Ir. e' +e3$IQ AW •A ]n W Ira+S IW.Sp .S.ar Isr S.b'x K'13W m WG Pmafenr.- +Ya e' +bw ]o.W SY .W Y.W Ir.lr ni sI aO')5a')SO']J W Aar a (Cb A a sanitarysewerbaselsdeslgned Ir.lo- lae.n ar )r s.K- $r - .- oAon xr ]m sxr cue N-12 ' IrnY eMn sl.a )b' ear mr -. u pt pipe or SDa 35 PVC Ir.+e' effin I nb' )r er I].W r Mbn :n 2ar rIV up 1012':ches In diameter. Ir.+r �a)n um'_+r )r uao- f Milli .m IeW Iar il,nsellad adapter;and gaskets N-12EIbOW22.50 IV +aon ]K Kar nar .y Ir Ixbn ear An na naea watertight ry Saweron Ir IAnw er ]z a' mM' erlypes tlaptelaryseba base N-12Couplinq also be adapted to the base adaaxl 0.1 the standard sanitary 1 1 j FOOTNOTE ALICNpMI sanded Iatlrge are er pries.ADS also offers a fab- led sanThis than eewef ease with t ual a,&!ab,,from y.ur AOS ph This base is specifically lab- sales elymeer Ind to match particular slope Z r werre its. D31 I A� aorrtl6rWp0� r,r"+ete-filletl polyemylene btl Is 'able from ADS.The lid Ili r Man 2x1. 1. 2T� dremately 190 lbs.and 5 egl',pped r Man ]a' In )n retracting stemless steer lifting �T-- r Man .n' ..r I$r amaaal'.rm 10 IMxn S.n' >.b' 15W a.TMI ADS maMrle may be ° •^^e L a IY IxAn ear e.K' IeM also stwidarol ast,U,r'rlge M)In Ilw .21 Isan eV, n' x]W corer, as sele:Ied by the erlgl- r a i b ).r ]K' on- n Fnr In pBYQ'grltR6tallatKKIS,AD�J IP :0)In Ix r.' 6m' :neelar �mme:d the 115E 01 _ tY Irin uW eW aP IS' Irin Isr er nafscaal Jon rings and covers. +r mIn ISW Tr i Y . l I t r 1 � bt. f REFILMED TO ASSURE CORRECTION (S) A Y The ADS HDPE Manhole ADS pipe ttKings SY ci j ay i`r C AndAnd Install ■`/.'IfLTL im With Tee i1 IthN-i2Branch Cuideb.ms 5t' 1 A i N-12 Pipe ADS U-12 Pipe stltfness e Mini-rum Pipe Slmneas ----- 00 af- 1.ASTM F 405.standard Spaditi6ahon P'P&Dlame0rt Pound•rlrich lnch ! 2 for Corrugated Po.yelhylene Pipe 1,The manhole upper unit is Mal l I and Fitting: in 3.25 feet or 4.25 feel.The rack 2.ASTM F 667 Standard Spxihcation gWrbeheldt peermHtiMl for large Dismal Corrugated Poly grade adjustmm entsents,. S.VI-ewG i elitylmteMpeand Finings IO a)r Curcnoovz 3.AASHTO M Standard i cation icy PolyethyMerfe Corrugated { - -- - MNiyM CeMseparleon PawMls/ I - Orelnage Pipe Linear Foot 24• a.AASHTO M 294.Standard Specify Inside ADS Corrugslso l a.. aim. u •E catkin for Corrugated Polyethylene INamat HOPE Pipe OMIq IO.ar fM' Yea' ear Pi 12"to 36'diametar Imcnesl -. ev . Malq oar tar ax em I>e r. e• oMeq tsar aaa' say ur S.ADS Installation Gukleiirysfor 2.Marl awaepn units aa2/aN r. r oMlq Iran .a• ear sar Cuiven and Other HeavlDuty high and ere fANdbirgrsess tly r; r b net :a .a nit Drainage Applications overall Might el tla firsNad atrUC. it. If, IMIq a.M• ear sit' ear AD6conu7et ed pclysNylengpe6somr tureatiff"Wred. sanaw Irv.. a ipMq a:.ar ,xa >a- az•I Y iMM "I'll. sits .a eea rigid co..Judd,When properly rrlsLLed _1.0 eT T- cureieoow +nar IWq nn' e_a say ew ADS has eac. Ir. r lasq ear zn tM• pipe ..iNM compressive }_. --->.— _.. Ir. Y Ifaq ze.m esr en, loadbeermlisin m.hiseuileblefor It, r +aaq z•.ar say sn +assr use,under H2O aruz ESD Wis loads.or Ir.IY leasGe fear eao sw -1r Ir.ir dal fiW erT .. .. wi+Mill rieigMsin apeaad50bet. Fitting and Gasket 36.. I.+Y. la•q nar esr zvs ar ADS regional engmpere era available Installation—A O5 4" C") I :r.r llw,u zee w e W i w• rM.r I forteLhnOCglassisterlCa.TOeRSUre max- �, la'.IY reMA0 X. 1W sn' an' e imum performance.ADS Pepe should Le through l8"Pipe I'i It..r lfail an' a - ear ea' installed in accordance with the an GO a ar ear esr say require 1.N-12pipemustbecutntheconuge- m. . IN,Gill a W +sr zit' Il so mans YASTs'D2321—InsfallaLon on valley all nar rer err nar f Prac uses for Thermoolastie Pipe. Ir. r IMeq ao.M' IW ear ifar 2.Gaskets should be placed in the first 3.TMsantarysewerbalesclesigned Iran IaMq air 'ar szr ixso' 1.Crushed stone,gravel or compacted full corrugation valley(For 47 use the to accept 12 pipe or SDR-35 PVC +nar +eaq M.p- zsr ear ixso", soilbaekfYfmaleris fouldbeuted nar lapel aver zoo eso aao II firsitwo valleys.) Easily tol21nchar mdintoga nar IaMq esar +er ar tear ma1Beia bedding orb envelope 3.All gaskets must be oriented so that Easeyir6taeledadapersaM 9aske'.s the white striped side laces the)oee. provide a water ght connection. 2.The corrugated pipe should be lard (4'gaskets engage the first two coo- Other types of samlary sewer pipe N-t2 COU AID on grade,onaleyar of bedding male rugaaon valleys.OnemtM gesketwah can also be adapted to the base. p g nisi,which should be well compacted the small rib nearest the nipe end.) 4.In addition to the standard sanitary in-,ix inch iayeq under Me haunches. A around the aide„and above the pipe 4.I'l gaskets in place.use ADS pipe sewer Dries,i.DS also offers slab- 0 the recommended minimum t.hricant liberally on the gasket and ricated sanitary sower base with f height of thecover Intl^gbell. bench.This base is spaoiPvally fab i S.Flash eihto M1th or bell Be haled co match particular=lope 3.Either flaxible(asphalt)or rigid pi0 rig requirements. b apply pressure even when-m2rt °rota)pavements may be laid as part y _ 931- �r o m•e u Of the minimum cover requirements. 4.SAe cunddions and availability of bedding materials Imen dictate me type of installation melhod used. 5.The load-baoing capability a id S.A concrete-tined polyethylene lid is deflection control ul all flexible con- available from ADS.The lid weight duns are dependent on the type of lopmximalely 1901W and oequipped j backfili mettenal used and me degree ,ith retracting stainless steel lifting o of compaction achieved Crushed handles.The ADS manhole may be m lilted also with slaridardg851 apn rings a' ylrqzn- stoneaMgravelmatenalslyDira!!Y ngs r Mnq zar azr reach a compactor level of 90951 and covers as selected by the engi- r I'm loss' In s AASHTO standard derisiry without near.For n- t mstallatiors.ADS it IV,AM If W' ite pevernen Ir IV,GO .ar •ar compaction. engineers recommend the use of ap- Is, 151,GO +esr ear pill cast Iron rings and coys- q I1Tlq i•ar +sr e� } BDPE Dimihde ADS pipe f tongs N•12 Wye M-12 Elbow 450 -, WithN•128ranch N•12 Tee With N•?2 Branch ° r IS �. A i Z it--OO O• � � � A A I z s425 batwim nece t. __ - a , ram'+•'( 4et«1.25 wet.n.rtr5ck f Wbkw dIDPWWAIkW ' J I us I.mne.Iwe. aV InG ° o ma. . z I j —LD.NT'- ; .' oasts xa sa• sW ne ACV+onw.c r aao :m' .W ,Ir F oa ADS l °A +:Uzi z3 v I up ro o in r. roam Iz1Txa-235- W sm' I r IsaM eW +.n• aar Pa m L°O 1°��-� r' rp OplW +s 3Y Jzs 3a" em a s-I i nr nla am']m'Ja' V.a- py+Ae I. 2m• 1W am' . Iggi mY.m"xm-ro n- l50" r ae1M Iaar aW xa• .W r. raaen xx m-.xi-3xi-IIW ear N12 Elbow r.v •laYb ISOY 3m' xW .a• ea- WaVabM2M1 n.• aarn Ilso- Ia. Y;arr.o mW saxm"IxW va anxwdbbcrraetM r.r aaxn Iva- .n" va age. ea- ma al: marsaaa un" eW r nn aar as . .a• r lasso 21n"sn-.xi- tP.r +a+K. msr sa' ta- epV Ir.rr ICp Ky Vq ,W a.m lar los- sgpweE. Iy.e- •m. aar 6a' 3m' as Ir1 s lal so alraar za ♦arlon- wxrrRlW Ir. r lwM C.n" Im .a' e5Y lrY r I]ax/Q Ma"em a I.-Il m' xO.4T.t'. .,_ CUi DgCpVE i q-,V rWM T.a- 'm Sa' it +Y. a'=Z m)5'em la la Sr ll a' IbIM xi".5' em 126- lm- It.lr 2a.10 yarem 5a f)s Il n' a Ir.Y laq.p Na" ear )M Ir.It IMW 31.a"ON ear mW'+xW 1 � nVr 6m ..a' Is, IS'Y . alm Ia.W e5p 3Is em'+3 n'I 1r.lr .a.so am' ear sae- +n IrY r lsaso Jlar e.W an lso IJar ( r _ Ir.Iz lxp xa al•J( e0Y rar ln• ISY r yJaL 3ysa a.50' Sp e)s'13W 116'n P 1M+W Ym 6W }15' e,ly IS'.t0 '4.e 3eW e.•A 525 m.W . 1 Ir.r Ign. In'. J1I •.xr �n'.Ir 15y5+.. 3sar eso earem' Ism" A t J Ir.r ISmaa rar eW tq am' ls•Yn"15as A3 aar M e5P z.]r lepp' +r�ly 1ZZI mW aW ta- ea- Iry rlalw "WIWxls+eis-11W +3ar Jx Ir.IIr Imam, a.w r em •xe' IIr. r lKxb .W lW. 3l5'mla' l- �I +-•. r ala.p 3)m eW-m' rW aar Ir.a IEaJ.1e J.W>W.W 3}r"rxW n. r Ia+xe♦ nm lm xn- 11,W +r.Iy 1p.p aar )W sm"3.m lam la--.__._ +aR aO am lb an- .+.Jy lr.+r INSID .x so-lW em mm n.5r ry+v rap- In l$ Aso- um Ir,ta-Iaae.p aW')W eW zln'loav- .'s 'D 'anitarysew•erbaselsdestgnetl Ir.m Ieaee ax.W l.m ss" i2w Ir.Ir Ialso eI m"lW l W JSW aar O . • z J ;eq N-12plpecr SDR�35PVC Ir.lz Iaeso a.m lW aar I2W r weoso 2a sa" rr.lr Iea aO 3zar .Sy .. Iaar r Mii am" am I.r 'Ip to 12 inches in diameter Lr.0 ,YI Yx Q"W I Inr Isar r trPt xQ .a' Vey Ix ay I'lutallad adege•sand gaskets N-72 Elbow 22.5° �y WIG In' aar nar 9P d Watertlghl ConoBCi'On. T IMOp rar an- tear r types of sanitcry sewer pipe /.,.,,,,31,,,, +r 1em.vJ aar am a.ar ,I so be adapted N the base N-12 QOWft dltlOn to the standard sanitary I bases,ADS also offers a tab- rOOTNM:AdtiapW Mamma pN,Ipsam d saii sewer base with I I shoo, lnthe AD8luayerrrm 'I.Thu Oese is specaeally tab- t Dm aAI amO Sou ADS d IO match particular slope Z l maaaani awr «manta. }-- oil- -III -.. ca,cnslr n A i Tu ''Iefa-tillbtl pplyMylene I'd's I --r� ava .00 yanon..ra.� Ible tfdn A Ir-- D ms . r DS.The'id welgr.; o.aso 2m' Izr sa- .atracti g s°bless sts11, ,r equipped '�oea.n 3 W I n ln• ulrecting stainless steal liking q soa r The ADS meninco may be o m °i°r'14n r IIm2•.o sn• ier ;e oy also tiri r rAp aW s2Y ear st&Iderd CBat lfIXl rings r qJi 1pp sm xxe• s enJ4 en, rivers as sete:ted by the grip- r W sa' '-rx n-peyprlent arstalleliaM,Ap$ Iy I";M IYWW axes ears lULfPlrinelNf tneu»dp- 1r minp aar sar 'a1D LaEtlNll rNlp{mb4'pVela. Ir I'a145 Iaar^W I I Advanced Drainage Systems man- construction,transportation,more- ufactures the highest quelity,oly- ation,forestry,mining,and waste ethylene pipe and accessories,and management.There are Bums six additionally distributes a selection billion feet of ADS pipe--.nstalled I of quality related geolextiles thf._ghout the nation. ' The ADS service network includes a Don't settle for outdated solutions. ADS backs sales offices, al rome,t0 regional Through,salesthe t and Lition - sales offices,a large hold engineer facturing,sales a..^.tl distnLubon group,and dealers and distributors network in the industry,ADS is _ ' • throughout the U.S. never out of reach ! top quality ADS'S commitment to service ..r•- - mcludes fast,reliable delivery via products a fleet of trucks are r driven .c ADS fed products 4�� employees wno are dedicated to T�l7 L"1 delivering on Wae,every time. •r iti.lf. t© . A tradition of customer satisfaction had been built through continual in- novation—"drainstorming'—to µ Amer- quality� Meet the specialized needs ofAmer- ican agriculture,public and private sers=ice I LN ADS Nahonwice Sales and Manufacturing Network Isles Regions .note... nu.o.• LUW�.W �00.)YFBW OwXn.M ,iDlD6T! I I1l.WIC LMIt N01rM CM4l cc.v.•c arorva�n •w.r.xon ,azo->nwn `�. eame�st zz•wEsr :ryae st �aiR!]1,91� C+v U ,NVYJ1]r6 r•zauzz• xo•zwwen «b eaunwen lervYn.M Ia06nSY.5 Mafn. IALWTJJ�9Y] IWrM C[MIIUI cavroe�a once: onr rx xo.ueem zaen..rrz•m..cwr.a dzun le+4�srin p{ I - j cegpzc rw�w,z�zes•+�.a..s,..v. • � j rerzan' rp•••e c.r..nacew+.. ADWMED amNAGEI vrw fNc wr+wsn••*.nc LIzwan 1 i'