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2001-05-22 Shop Drawing Transmittal ",-- ....seJ 1200 25th Avenue South, P.O. Box 1717, SI. Cloud, MN 56302-1717 TO: R. P. Utilities PROJECT: 2001 Heuring Meadows We are: SHOP DRAWING TRANSMITTAL 320.229.4300 800.572.0617 A-ALBEV 0110 SEH File Number May 22, 2001 Date TO: OWNER: City of Albertville 1:81 Enclosing o Sending Under Separate Cover The following submittals have been reviewed by this office and are being returned for action as noted. Specification Section No. Item , Curb Box REMARKS: Suppl ier/Manufactu rer Elk River Concrete o No action taken. Submittals must first be approved and stamped by the Contractor. Mike Czech BY DISTRIBUTION: OWNER CONTRACTOR SEH FILE W:\albev\OIIO\specslshop-l.doc Short Elliott Hendrickson Inc. 320.229.4301 FAX 78X File Location "C a> > 'CD l.) a> II: Ul a> 'Q. o o '0 o z Action Taken "C .. a> 'E .. l.) .c a> :::l ... Ul ... 0 a> 0 II: Ul "C "C III C a> III "C 3: .c a> a> .!!! .. a> Ul l.) 'S; c 's; a> a> :; a> 'ij) II: U. II: II: X X X X X X X X X X X X X X X X X X X X X X 1 2 2 2 2 2 2 2 2 2 2 2 2 2 MIKE CZECH I - Pete Carlson, SEH OTHER I - Scott Dahlke Qualitv Site Your Trusted Resource Equal Opportunity Employer 2/01 e ELK RIVER CONCRETE PRODUCTS DIVISION OF THE CRETEX COMPANIES, INC. 6550 WEDGWOOD ROAD P. O. BOX 1660 MAPLE GROVE MN 55311-6660 PHONE: 763/545-7473 FAX: 763/545-8399 Contractor: R P. UTILITIES Project: ALBERTVILLE- HEURING MEADOWS Job Coordinator: SHAKOPEE Job Location: SEE ATTACHED MAP Engineer: QUALITY SITE DESIGN, LLC Sales Rep: PMB Notice: SHORT SECTION REQUIRED. Phone: 320/274-3333 R/S: 011070 Letting Date: 04/10/01 State Stamp: NO Starting Date: 05/10/01 Release/Fab Date: 05/07/01 Remarks: SHORT SECTION REQUIRED. O. Revi~\f:' does not extend to REVIEWED quantltles, dImensions, fabrication Af'~ P h d . Ion means or FURNISH :e~;~e~y c~ttt3s~ ~ AS CORRECTED or corrections made do not r~;ieve Contractor from cq-nwMnTh ~ii':: the dr:lwings and s!letiliClaMn!:h1 o REVISE AND in resuhmitting, identify revisons RESUBMIT made. D REJECfED Review of this submi'tal ., ~ _ . . . in the Contract D~~~m;~t~XPI~3SIY h!lliled as provided compliance: with i~fo'rma;io~l i~~' only to d~ermine Documems llnd conformance wit; 'hn din. the Comrac. lh~ cample.eo project. Review d : e eSI~n_ concept of pnce or time. ocs not alfcet contract Short Elliott Hendrickson! nc. L~Y; ~~ e7.((,('4~._ Date: .5 ~ l~ ,0 \ Co 32 - '" '/ yUC ...." .HEl1:* lIENOlCEN" IIIUINGS. !AP"'CI1Y . RNERTON llIltHEll THE CRETEX COMPANIES INC. CONCRETE PIPE MANUFACTURING LOCATIONS CTION REQUIRED TOP SECTION ,n H-- ( -' ,4-D 'J"lAtS"1' A tIC. L e- f'1 W S- - A (JS~1 ~rf ~6?3- ~ ~-C+~~. CA) ? ~ - t>>.>e (p(p "f ~b 3'- uS\! (olt; f( Av~~.wo (.,41D(~ ~ ~ rJbL-'O ~e: 5/t~/of ~~U' ~'t(~ 'b~ ~c 6J9~ w/ K.P. ~~htt ~~ ~..-' , -' . .' .:.c.~' .'-. :.....: '/ , / ! . ;....2 t . - --.. .;( \ c :]'-I"5~: : P.,-!~! -., . : : ~,;' ~~-~ ......... "',~ !:,~;;...: i ~.'. i I ~, i" ! . " ./ ./ i, .- _:::2:-,:': · ;:---~ .1 ~'---~ , ,,' ..---~ '. ; --~. --. <i. -- "'"---- :. ---- - , ;--.:.-- " ' ; '" f~ ,; ( (.!. ^' " '\,_ ,.) '-.0:" :-.:" ;'., /-....:... -J i i ;_.1 I ' ~~._--~--~. ~~-_. r-;---: ':"s..:~'~. 2..-:::" , ; -' 'ltJ . ::J 'Cj:.~. S:. ,~. I ,-- xr ,~' ---~=: ,~; -,,;LJ. .en! ~! -1; .---"..... J ! , ,\ARS-i"[j-;:: --:..... .. \ ~-'" '(. . ~ '. ......:.:. -.,-.:' ; "- ~'- "-'./ r-~ ~_._- --'7 f_~ \ ,f I \ " " . \ , ",. . '~:/':~~':'~/'~'- ,.' ~ ------- i: --i' fh_' -'-':.-; " '<'" ........... lJR/t. vI: -'::'--.. ...........~----;-- ~ ci. o)'y ~ ~~ <i-~O\-- \>OC~ .;.., ..... . ..' r .-. -.-' ~~\'~::''- .--- - " 53PD " :~'''''~ ooC"~ -- ~f''''-'' - r:;-'=- , , ">-- i ~~.~/ Ii '~',i'~ ~! ~:~ ,,, . ' -c:' >-.. " ,! "~o' " " .>-. '::, ~ i '.~ ' i S,' l,(iji", i I ::t::' ..~ / /"--.... " I' : ! , ,.' . . '-..l ' I -.,j'-Z.. ~r:--'--;::'-" ~I r-b\ / ''-~~' I II II ,~l " '\ I I I J I I I I r ' -r--- I -----1 , Tj : I...J ~ : 'EE" /_. I I r- /\ i--J . I -;--~- __ .... i ; I ': I <:_ ____.".........' I! I ~_L \ '-- 1:----1 \. ,"-.___ L-l ~ '.-' ; \ ~ i' ! ,.~~ FE :- \- ,j , II . i- I r-l1L-.1. i----.. I I 1. J ! Iji (........ __ I i r I i I I i;'=/ L~~I/ --' .,-.-,..--' :----. li{/., Date: 05/04/01 Takeoff By: DCJ e Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Page: 1 SANITARY Pro ject: ALBERTVILLE- HEURING MEADOWS R/S: 011070 Customer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Manhole Id: 1 Top of Casting: 55.55 /" Invert Elev: 47.05............ Wall/tnv AdF 0.00 en Total Height: 8.50 c.:l - Cast & Ring Ad F 1.13 E-< - MH Height: 7.37 ~ - E-< CONE: 48x4.0 27 ECC S P2 ::.> /" 48 BBL 1.0 S P2 0... 48x2.2 S P2 ~ 0 ~ 0 ~ ~ 0 en ......... 0:: Plant: 12 Manhole Id: 2 55.61 /' Top of Casting: Invert Elev: 48.12........ Wall/lnv AdF 0.00 en Total Height: 7.49 c.:l - Cast & Ring Ad F 1.13 E-< - MH Heigh t: 6.36 ~ - E-< CONE: 48x3.0 27 ECC S P2 ::.> 48 BBL 1.0 S P2 .,/"" 0... 48x2.2 S P2 ~ 0 ~ 0 ~ ~ 0 en "- 0:: location: 53RO STREET NE CD /' lOin PVC PSX 13-11 location: 53RO STREET NE /CD ( lOin PVC PSX 13-11 Drop Manhole Bottom Holes None Pipe SIZe tnv. Elev. Up Inv. [lev. Up / 47.05 0.00 ./ 47.10 0.05 47.10 10.05 CD lOin a> 8in Q) 1 Din Q) ./ 8in PVC PSX l1-OOlJUSTlNG RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD. W/INV. FLAT Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up '" 48.12 0.00 / 48.17 0.05 48.17/0.05 CD lOin a> 8in Q) 1 Din /Q) 8in PVC PSX 11-08 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD. W/INV. FLAT / ~ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Pro ject: ALBERTVILLE- HEURING MEADOWS Date: 05/04/01 Takeoff By: DCJ Page: 2 SANITARY Customer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. CD lOin pve r PSX 13-11 Bottom Holes Pipe S"lZe Inv. [lev. CD 10in (48.75 ~ 8in r 48.80 Q) 10in (' 48.80 Drop Manhole None Up Inv. [lev. Up 0.00 0.05 0.05 Plant: 12 Manhole Id: 3 Top of Casting: 55.00/' Invert Elev: 48.75 /' Wall/lnv AdF 0.00 rn Total Height: 6.25 tiJ - Cost & Ring Ad F 1.13 E-< - MH Height: 5.12 ...:l - E-< COVER: 48 TYP 2B-G 27 EeC ::> 48 BBL 1.0 S P2 --- 0.. 48x3.0 S P2 ~ 0 r- 0 .-l .-l 0 rn "'- ~ Plant: 12 Manhole Id: 4 Top of Casting: 58.52 ./ Invert Elev: 48.70./ Wall/lnv AdF 0.00 rn Total Height: 9.82 tiJ - Cost & Ring Ad F 1.13 E-< - MH Heigh t: 8.69 ...:l - E-< CONE: 48x4.0 27 ECC S P2 ::> 48 BBL 1.0 S P2 /' 0.. 48x3.6 S P2 ~ 0 r- 0 .-l .-l 0 rn "'- ~ location: 53RD STREET NE ~ve PSX l1-~JUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD, W/INV, flAT ( Q) lOin pve PSX 13-11 CD PSX 11-08 /' Drop Manhole Bottom Holes None Pipe Size Inv. [lev. Up tnv. [lev. Up CD 8in 48.70./ 0.00 ./ ~ 8in 48.75 0.05 Location: KAlI AVENUE NE 8in pve AOJUsnNG RINGS 27x2in: 2 Others STEPS: PLASnC O' BASE: MONO RD, W/INV. STD Q)/ PSX 11-08 / Date: 05/04/01 Takeoff By: DCJ 8 Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Page: 3 SANITARY Pro ject: ALBERTVILLE- HEURING MEADOWS R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Manhole Id: 5 Top of Costing: 65.15/ Invert Elev: 53.50/ Wall/lnv Adi 0.00 rn Total Height: 11.65 ~ - Cost & Ring Adi 1.13 Eo-< - MH Height: 10.52 .....:l - Eo-< CONE: 48x4.0 27 ECC S P2 :::> 48 BBL 1.0 S P2 - 0.. 48 BBL 3.0 S P2 ~ 48x2.4 S P2 0 l'- 0 .-l .-l 0 rn "'- 0:: Plant: 12 Manhole Id: 6 Top of Costing: 66.35 /" Invert Elev: 53. 90 -- Wall/lnv Adi 0.00 rn Total Height: 12.45 ~ - Cost & Ring Ad i 1.13 Eo-< - MH Height: 11.32 .....:l - Eo-< CONE: 48x4.0 27 ECC S P2 :::> 48 BBL 1.0 S P2 -- 0.. 48 BBL 4.0 S P2 ~ 48x2.2 S P2 0 l'- 0 .-l .-l 0 rn "'- 0:: Location: KAlI AVENUE NE CD PSX 11-08 .,/ Location: KAlI A VENUE NE CD PSX 11-08/ I Drop Manhole Bottom Holes None Pipe Size Jnv. Elev. Up Inv. Elev. Up CD 8in 53.50("" 0.00 Q) 8in 53.55/'0.05 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD. WjINV. FLAT Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Hev. Up CD 8in 53.90- 0.00 Q) 8in 53.95.... 0.05 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD. WjINV. FlAT <<I Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Project: ALBERTVILLE-HEURING MEADOWS Date: 05/04/01 Takeoff By: DCJ Page: 4 SANITARY Customer: R P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Date: 05/04/01 Takeoff By: DCJ Page: 5 Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Project: ALBERTVILLE-HEURING MEADOWS e Customer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Manhole Id: 9 Top of Costing: 62.55 /" Invert Elev: 51.39 ~ Wall/lnv Adi 0.00 en Total Height: 11.16 til ..... Cost & Ring Ad i 1.13 E-o ..... MH Height: 10.03 .....:l ..... E-o CONE: 48x4.0 27 ECC S P2 ::> Q)I 48 BBL 1.0 S P2 :,/ PSX 11-08 0... 48 BBL 3.0 S P2 ~ 48x2.0 S P2 0 l'- 0 ..-1 ..-1 0 en "'- 0:: Plant: 12 Manhole Id: 1 0 Top of Costing: 66.79 r" Invert Elev: 54.79........ Wall/lnv Adi 0.00 en Total Height: 12.00 til ..... Cost & Ring Adi 1.13 E-o -.. MH Height: 10.87 .....:l ..... E-o CONE: 48x4.0 27 ECC S P2 ::> 48 BBL 1.0 S P2 ~ 0... 48 BBL 3.0 S P2 ~ 48x2.8 S P2 0 l'- 0 ..-1 ..-1 0 en "'- 0:: Location: KAlI AVENUE NE CD / PSX 11-08 Q) .../ PSX 11-08 Location: KAlI AVENUE NE CD PSX 11-08 SANIT ARY Drop Manhole Bottom Holes None Pipe Size Jnv. Elev. Up Inv. Elev. Up CD 8in 51.39 0.00 (2) 8in 51.44 0.05 Q) 8in 51.44 0.05 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD, W/INV, STD Drop Manhole Bottom Holes None Pipe SIZe Jnv. Elev. Up Inv. Elev. Up CD 8in 54.79-0.00 ADJUSTING RINGS 27x2in: 2 others STEPS: PLASTIC O' . BASE: MONO RD, W/1NV, flAT ,/ 8 Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Manhole Id: 11 Top of Costing: 58.50.~ Invert Elev: 52.28........ Wall/lnv Adj 0.00 ~ Total Height: 6.22 e::: Cast & Ring Ad j 1.13 ::J MH Height: 5.09 - 5 COVER: 48 TYP 2B-G 27 ECC 48 BBL 1.0 S P2 t" 0... 48x3.0 S P2 0:: ill PSX 11-08 o l'- o ....-1 ....-1 o en " 0:: Plant: 12 Manhole Id: 12 Top of Casting: 61. 70--- Invert Elev: 53.36- Wall/lnv Adj 0.00 ~ Total Height: 8.34 e::: Cast & Ring Adj 1.13 ::J MH Height: 7.21 - 5 CONE: 48x4.0 27 ECC S P2 48 BBL 1.0 S P2 0... 48x2.2 S P2 0:: ill PSX 11-08 o l'- o ....-1 ....-1 o en " 0:: Date: 05/04/01 Takeoff By: DCJ Page: 6 SANIT ARY Project: ALBERTVILLE-HEURING MEADOWS Location: OUTLOT A Q) PSX 11-08 Q) PSX 11-08 Location: OUTLOT A Q) PSX 11-08 Q) PSX 11-08 Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up Q) 8in 52.28 ~ 0.00 Q) 8in 52.33'.... 0.05 CD 8in 52.33 0.05 ill 8in 52.33 0.05 Q) psx 11-(0)JUST1NG RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD, W/INV, FLAT Drop Manhole Bottom Holes None Pipe S"lZe Inv. Elev....... Up Inv. Elev. Up Q) 8in 53.36 0.00 Q) 8in 53.41""0.05 CD 8in 53.41.... 0.05 ill Bin 53.41 - 0.05 Q) PSX 11-(0)JUSTlNG RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD. W/INV, FLAT /' Date: 05/04/01 Takeoff By: DCJ e Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Manhole Id: 13 Top of Casting: 56.42 - Invert Elev: 49.60 ".,- Wall/lnv AdF 0.00 rn Total Height: 6.82 c.:l - Cost & Ring Ad F 1.13 e- - MH Heigh t: 5.69 .....:J - e- COVER: 48 TYP 2B-G 27 ECC f(;Q> ~ r Oin PVC 48 BBL 1.0 S P2 PSX 13-11 0... 48x3.6 S P2 ~ 0 l'- 0 ....-4 .,.-l 0 rn '-... ~ Plant: 12 Manhole Id: 14 Top of Costing: 56.02-- Invert Elev: 50.07- WalljlnvAdF 0.00 rn Totol Height: 5.95 c.:l - Cast & Ring Ad F 1.13 e- - MH Height: 4~82 .....:J - e- COVER: 48 TYP 2B-G 27 EeC ~ 48 BBL 1.0 S P2 /' 0... 48x2.8 S P2 ~ 0 l'- 0 ....-4 .-l 0 rn '-... ~ Page: 7 SANIT ARY Project: ALBERTVILLE-HEURING MEADOWS Location: 53RD STREET NE CD lOin PVC --- PSX 13-11 Location: KYLER AVENUE NE CD----- lOin PVC PSX 13-11 Q> lOin PVC / PSX 13-11 Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up r 49.60 0.00 49.6r 0.05 49.65.........0.05 CD 10in CV 8in (3) 10in ~VC PSX 11-OOlJUSTlNG RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD, W/INV, FLAT Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. [lev. Up CD 10in 50.07 0.00 CV 6in"" 50.37.........0.30 (3) 10in 50.12......0.05 /cv Gin PVC PSX l1-QU)JUSTlNG RINGS 27x2in: 2 Others STEPS: PLASTIC O' BASE: MONO RD, W/INV, flAT Q Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plant: 08/11/12 Catch Basin Id: 1 Top of Costing: 54.80- Invert Elev: 49.48" Wall/lny Adi 0.00 ~ Total Height: 5.32 e:: Cost & Ring Ad i 0.79 ::3 MH Height: 4.53 - ~ COVER: 66 TYP 4020G ECC SPECIAL 0..: 66 88L 4.0 S /" 0:: o l'- o ....... ....... o rn 168ft 29x18in 2A T&G 8 ~ 50ft 24in CL3 P4 8 Plant: 12/11 Catch Basin Id: 2 Top of Costing: 54.19- Invert Elev: 49.84'.... Wall/lny Adi 0.25 ~ Total Height: 4.60 e:: Cost & Ring Adi 1.00 ::3 MH Height: J.60 - ~ COVER: 48 TYP 4022A 24x36 ECC 0... 48xJO 0:: ............... /@ 12in RCP C o l'- o ....... ....... o rn 220ft 24in CL3 P4 8 ~ 28ft 12in CL5 P4 C Date: 05/04/01 Takeoff By: DCJ Page: 8 STORM Project: ALBERTVILLE-HEURING MEADOWS Location: 53RD STREET NE CD 30in HOPE Bottom Holes Pipe Size Inv. [lev. CD 30in 49.48 (2) 29x18in 49.48 CD 24in 49.48 Drop Manhole None Up Jnv. [lev. Up 0.00 0.00 0.00 cv ADJUSTING ~INGS 29x18in ARCrf4x36x21n: 2 Others STEPS: PLASTIC 270. MASTIC: (11) .7x14.5 It JOINT SEAL BASE: BASE SLAB 86x8 Location: KALLAND AVENUE NE l CD 24in RCP ./ Drop Manhole Bottom Holes None Pipe SIZe Iny. [lev. Up Inv. [lev. Up CD 24in 49.84'" 0.00 (2) 4in 51.19/ 1. 35 CD 24in 49.84...... 0.00 @ 12in 49.84/0.00 /cv 4in PVC ADJUSTING RINGS 24x36x2in: 3 Others STEPS: NONE BASE: UNI-SET t/' e Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Catch Basin Id: 3 Top of Costing: 54.19..........- Invert Elev: 50.04-- Walljlnv Adj 0.23 &5 Total Height: 4.38 e: Cost & Ring Adj 0.79 ::3 MH Height: 3.59 - 5 CONE/COVER: NONE 24x36 BBL 3.5 / 0..: ~ o l'- o ..... ..... o Q) 4in PVC if} "'- ~ Plant: OB/l1 Catch Basin Id: 4 Top of Costing: 54.00-- Invert Elev: 50.0B ..........- Wall/lnv Adj 0.28 if} Total Height: 4.20 tJ;:l e: Cost & Ring Adj 0.79 ::3 MH Height: 3.41 - E-< COVER: 66 TYP 4020G ECC :::> SPECIAL ~ 22x13in ARCH 0..: ~ 66x2.6 /' o l'- o ..... ..... o if} 150ft 15in CL5 P4 C ~ 32ft 22x13in 2A T&G B Date: 05/04/01 Takeoff By: DCJ Page: 9 STORM Project: ALBERTVILLE- HEURING MEADOWS Location: KALLAND A VENUE NE Drop Manhole Bottom Holes None Pipe S"lZe Inv. Elev. Up Inv. Elev. Up CD (". 1 12in 50.04 0.00 (2) 4in 51.19 """"'15 CD Q) 4in 51.19.... 1.15 12in RCP C 125. 125. ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE Q) BASE: BASE SLAB 4in PVC 4.5x3.5x6 110. Location: 53RD STREET NE CD 29x18in ARCH @ 15in RCP C ./ .. Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up (nv. Elev. Up CD 29xlBin 50.08...... 0.00 (2) 4in 51.00...... 0.92 Q) 4in 51.00...... 0.92 @ 15in 50.0B" 0.00 G) 22x13in 50.0B/0.00 ADJUSTING RINGS 24x36x2in: 2 Others STEPS: MASTIC: BASE: NONE (2) .7x14.5 ft JOINT SEAL UNI-SET t/ 8 Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Date: 05/04/01 Takeoff By: DCJ R/S: 011070 Customer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Page: 10 STORM Project ALBERTVILLE- HEURING MEADOWS Plant: 12/11 Catch Basin Id: 5 Top of Casting: 54.00 ./' Invert Elev: 50.28./' Wall/lnv AdF 0.24 rn Total Height: 3.96 t.:l e:::: Cast & Ring Ad F 0.79 ::J MH Height: 3.17 - e-- COVER: 48 TYP 4022A 24x36 ECC ::J location: 53RD STREET NE 0.. 48x2.6 ,-- ~ o l'- o '1"""'1 '1"""'1 o Q) rn ~ 48ft 22x13in 2A T&G B Plant: 12 Catch Basin Id: 6 Top of Costing: 54.40............. Invert Elev: 50.52- Wall/lnv AdF 0.24 f2 Total Height: 4.12 e:::: Cost & Ring Ad F 0.79 ::J MH Height: 3.33 - ~ COVER: 48 TYP 4020G 27 ECC 0.: 48x2.8 /' ~ location: STORM LINE A CD ,/ 22x13in ARCH o l'- o '1"""'1 '1"""'1 o Q)/ l8in HDPE rn ""- 0:: Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up CD 22x13in 50.28....... 0.00 CV 22x13in 50.28.......0.00 ADJUSTING RINGS 24x36x2in: 2 Others STEPS: MASTIC: BASE: NONE (3) .7x14.5 ft JOINT SEAL UNI-SET Drop Manhole Bottom Holes None Pipe Size (nv. Elev. Up Inv. Elev. Up CD 22x13in 50.52/0.00 CV 18in 50.52/0.00 ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET / e Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Date: 05/04/01 Takeoff By: DCJ R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. STO RM Project: ALBERTVILLE- HEURING MEADOWS Plant: 12 Catch Basin Id: 7 Top of Casting: 55.00- Invert Elev: 51.40- Wall/lnv Adi 0.00 rn Total Height: 3.60 t.:l E: Cost & Ring Adi 0.79 :::::5 MH Height: 2.81 - E-< COVER: 48 TYP 4020G 27 ECC ::> Location: STORM LINE A 0... 48x2.2 ~ ~ o C"- O ~ ~ o Q) rn ......... ~ Plant: 12 Catch Basin Id: 8 Top of Casting: 56.40 ........... Invert Elev: 52.54""""- Wall/lnv Adj: 0.00 rn Total Height: 3.86 t.:l E: Cost & Ring Adi 0.79 :::::5 MH Height: 3.07 - E-< COVER: 60 TYP 4020G 27 ECC ::> Location: STORM LINE A CD l8in HOPE ~ 0... 6 Ox2. 4 ".......-/ ~ 90. 47in o C"- O ~ ~ o 0)/ l2in HOPE rn ......... ~ Page: 11 Drop Manhole Bottom Holes None Pipe SIZe Inv. [lev. Up Inv. Elev. Up CD 18in 51.40-- 0.00 Q) 18in 51.40.......0.00 ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET / Drop Manhole Bottom Holes None Pipe SIZe Inv. [lev. Up Inv. [lev. Up CD 18in 52.54/0.00 Q) 18in 52.54 - 0.00 Q) 12in 52.54 ../0.00 / Q) l8in HOPE ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET / 8 Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Dale: 05/04/01 Takeoff By: DCJ Page: 12 STORM Pro jec t: ALBERTVILLE- HEURING MEADO WS R/S: 011070 Cuslomer: R P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Catch Basin Id: 9 Top of Costing: 57.8~ Invert Elev: 53.90'- Wall/lnv Ad~ 0.00 ~ Total Height: 3.90 e:: Cast & Ring Ad~ 1.33 ::3 MH Height: 2.57 - 5 CONE/COVER: NONE 27 BBL 2.5 0... ~ Location: STORM LINE A CD 12in HDPE Q) 4in pve ~ o ~ o ....-t ....-t o en .......... 0::: Plant: 12/11 Catch Basin Id: 1 0 Top of Costing: 59.59..........- Invert Elev: 53.37/ Wall/lnv Ad~ 0.00 ~ Total Height: 6.22 e:: Cast & Ring Ad ~ 0.79 ::3 MH Height: 5.43 - ~ COVER: 48 TYP 4022A 24x36 ECC CD ...... 4in pve 48 BBL 5.1 S P2 __ Location: KALI AVENUE NE CD /lSin HDPE 0... ~ o ~ o 1"'""1 ....-t o en ~ 32ft 15in CL5 P4 C Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 53.90 cO.OO (2) 4in 55.50.....1.60 ADJUSTING RINGS 27x2in: 2 Others 27x6in: 1 ERCP STEPS: NONE BASE: BASE SLAB 40x5 Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 18in 53.37 -0.00 (2) 15in 53.37/0.00 Q) 4in 56.59/3.22 ADJUSTING RINGS 24x36x2in: 2 Others STEPS: PLASTIC O' BASE: BASE SLAB 64x6 ,/ 8 Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Catch Basin Id: 11 Top of Costing: 60.05 ~ Invert Elev: 53.54-- Wall/lnv Adt 0.25 en Total Height: 6.76 c.J e::: Cost & Ring Adt 1.00 ::3 MH Height: 5.76 ..... E- COVER: 48 TYP 4022A 24x36 ECC ::::> 48 BBL 5.1 S P2 0.. ~ /' o l:'- o ....... ....... o en ""- ~ Plant: 12 Catch Basin Id: 12 Top of Costing: 58.20"'/ Invert Elev: 54.26./ Wall/Jnv AdF 0.00 en Total Height: 3.94 c.J e::: Cast & Ring Ad t 0.79 ::3 MH Height: 3.15 ..... E- COVER: 48 TYP 4020G 27 ECC ::::> 0.. 48x2.6 ~ .......--- o l:'- o ....... ....... o en ""- ~ /Q) 4in l PVC Date: 05/04/01 Takeoff By: DCJ Page: 13 STORM Project: ALBERTVILLE-HEURING MEADOWS Location: KALI AVENUE NE CD 15in RCP C Location: STORM LINE B Q) 12in HDPE Drop Manhole Bottom Holes None Pipe Size Inv. Elev. / Up lnv. Elev. Up CD 15in 53.54 0.00 (2) 12in 53.54/0.00 Q) 4in 57.00 3.46 ADJUSTING RINGS 24x36x2in: 3 Others STEPS: PLASTIC O. BASE: BASE SLAB 64x6 Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 54.26/0.00 (2) 12in 54.26 "'0.00 ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET t/ e Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Catch Basin Id: 13 Top of Costing: 59.20./ Invert Elev: 55.50-- Wall/lnv Adj 0.00 ~ Total Height: 3.70 e: Cost & Ring Adj 1.21 ::5 MH Height: 2.49 - t; CONE/COVER: NONE 27 BBL 2.5 ;v--- 0.: 0:: o l'- o ....-1 ....-1 o en. "- 0:: Plant: 12/11 Catch Basin Id: 14 Top of Costing: 54.75/ Inved Elev: 50.53 ,- Wall/lnv Adj 0.25 en. Total Height: 4.47 c.:l e: Cost & Ring Ad j 0.79 ::5 MH Height: 3.68 - t; COVER: 48 TYP 4022A 24x36 ECC 48 BBL 3.1 S P2 a.. 0:: / o l'- o ....-1 ....-1 o en. ~ 56ft 15in CL5 P4 C Date: 05/04/01 Takeoff By: DCJ STO RM Project: ALBERTVILLE-HEURING MEADOWS Location: STORM LINE B CD 12in HDPE/ Q) 4in PVC /' Page: 14 Drop Manhole Boltom Holes None Pipe S'lZe Inv. Elev. / Up Inv. Elev. Up CD 12in 55.50 0.00 Q) 4in 57.00/1.50 ADJUSTING RINGS 27x2in: 4 Others STEPS: NONE BASE: BASE SLAB 40x5 location: 53RD A VENUE NE Drop Manhole Boltom Holes None Pipe Size tnv. Elev. Up Inv. Elev. Up CD 15in 50.53 /0.00 Q) 15in 50.53/0.00 Q) 15in RCP C ADJUSTING RINGS 24x36x2in: 2 Others STEPS: PLASTIC O' BASE: BASE SLAB 64x6 / ~ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plan t: 12/11 Catch Basin Id: 15 Top of Costing: 54.13/ Invert Elev: 50.70 / Wall/lnv Adi 0.25 rn Total Height: 3.68 tiJ e: Cost & Ring Ad i 0.79 ::3 MH Height: 2.89 ..... ~ COVER: 48 TYP 4022A 24x36 Eee ::> 0.. 48x2.4 ~ ....----- o l'- o .-t .-t o rn ~ 28ft 12in CL5 P4 C Plant: 12 Catch Basin Id: 16 Top of Costing: 54.13....-- Invert Elev: 50.90,....- WolI/Jnv Adi 0.23 ~ Total Height: 3.46 e: Cost & Ring Ad i 0.79 ::3 MH Heigh t: 2.67 ..... ~ CONE/COVER: NONE 24x36 BBL 2.5 /' 0.. ~ o l'- o .-t .-t o rn "'- 0:: Da te: 05/04/01 Takeoff By: DCJ Page: 15 STORM Project: ALBERTVILLE-HEURING MEADOWS Location: KALI AVENUE NE G) 4in PVC CD 15in RCP C Location: KALI AVENUE NE CD / 12in RCP ( 125' 125' Q) 4in PVC 110' Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev..,...... Up Inv. Elev. Up CD 15in 50.70 0.00 Q) 12in 50.7r:( 0.00 Q) 4in 51.13/0.43 @ 4in 51.13/0.43 {v ADJUSTING RINGS 12in2 RCP C 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET / Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up / 50.90 0.00 51.13....... 0.23 51.13 0.23 CD 12in Q) 4in Q) 4in ADJUSTING RINGS 24x36x2in: 2 Others STEPS: 4in~VC BASE: NONE BASE SLAB 4.5x3.5x6 J e Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Customer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Date: 05/04/01 Takeoff By: DCJ Page: 16 STO RM Project: ALBERTVILLE-HEURING MEADOWS Location: 53RD STREET NE Plant: 12/11 Ca tch Basin Id: 1 7 Top of Costing: 54.15........ Invert Elev: 50.70 ,/ Wall/lnv AdF 0.24 rn Total Height: 3.69 [;z;J E=: Cast & Ring Ad F 0.79 ::J MH Heigh t: 2.90 - ~ COVER: 48 TYP 4022A 24x36 ECC ::> 0... 48 x 2. 4 ,........- ~ Q) 22x13in ARCH o l'- o ...... ...... o CD 22x13in ARCH 80' 34in rn 80ft 22x13in 2A T&G B. TIE LAST 3 ONE END, 22 F - FE, SG TRASH GUARD ~ 32ft 22x13in 2A T&G B Location: 53RD STREET NE Plant: 12/11 Catch Basin Id: 18 Top of Costing: 54.15,..- Invert Elev: 50.90""'- Wall/1nv AdF 0.24 ~ Total Height: 3.49 E=: Cast & Ring AdF 0.79 ::J MH Height: 2.70 - ~ COVER: 48 TYP 4022A 24x36 ECC 0... 48x2.2 / ~ o l'- o ...... ...... o @ 4in pve rn ~ 50ft 22x13in 2A T&G B CD 22x13in ARCH Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up CD 22x13in 50.70/0.00 (2) 4in 51:15........0.45 Q) 22x13in 50.70 / 0.00 Q) 4in pve ADJUSTING RINGS 24x36x2in: 2 Others STEPS: MASTIC: BASE: NONE (2) .7x14.5 ft JOINT SEAL UNI-SET Drop Manhole Bottom Holes None Pipe Size Inv. [lev. Up Inv. Elev. Up CD 22x13in 50.90/0.00 (2) 4in 51.1Y 0.25 Q) 22x13in 50.9tY 0.00 @ 4in 51.15/0.25 (2) 4in PVC ADJUSTING RINGS 24x36x2in: 2 Others STEPS: MASTIC: BASE: NONE (3) .7x14.5 ft JOINT SEAL UNI-SET / <<I Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Date: 05/04/01 Takeoff By: DCJ Page: 17 STORM Pro ject: ALBERTVILLE- HEURING MEADO is R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Location: 53RD STREET NE Plant: 12 Catch Basin Id: 19 Top of Costing: 53.70'- Invert Elev: 50.05 $V'Mf Wall/lnv Adj 0.00 ~ Total Height: 3.65 e: Cost & Ring Adj 0.38 ::3 MH Height: 3.27 - 5 COVER: 54 TYP 4020G 27 ECC 54 BBL 2.6 CX2 0... ,..- .0:: CD / 22x13in ARCI-f IQ) l8in HOPE o l'- o ....-l ....-l o rn .......... 0:: 90' 42in Location: STORM LINE C Plant: 12 Catch Basin Id: 20 Top of Costing: 54.70--- Invert Elev: 50.1 0 ~'VI.l Wall/lnv Adj 0.00 rn Total Height: 4.60 t.:l e: Cost & Ring Adj 0.79 ::3 MH Height: 3.81 - e- COVER: 54 TYP 4020G 27 ECC ::> 54 BBL 3.0 CX2 CD 24in HOPE 0... ,.-- 0:: 0 l'- 0 ....-l ....-l 0 rn .......... 0:: Q) l8in HOPE Drop Manhole Bottom Holes None Pipe Size Jnv. [lev. Up Inv. Elev. Up CD 22x13in 51.05....-1.00 Q) 4in 51.70-1.65 Q) 18in 51.05 -1.00 CD 4in PVC ADJUSTING RINGS None STEPS: NONE BASE: BASE SLAB 72x8 v Drop Manhole Bottom Holes None Pipe S'lZe Inv. [lev. Up Inv. [lev. Up CD 24in 51.10 -1.00 Q) 18in 51.10 1.00 Q) l8in 51.1 0 1.00 CD l8in HOPE ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: BASE SLAB 72x8 ;/' Date: 05/04/01 Takeoff By: DCJ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Project: ALBERTVILLE- HEURING MEADOWS e Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Catch Basin Id: 21 Top of Costing: 55.80 ~ Invert Elev: 51.75--- Wall/lnv AdF 0.00 ff} Total Height: 4.05 ~ E:: Cost & Ring Ad F 0.79 ::3 MH Height: 3.26 - E-o COVER: 48 TYP 4020G 27 ECC ::> Location: STORM LINE C a.. 48x2.6 - G> / 18in HOPE ~ o r- o ~ ~ o (2) ff} "- 0:: Plant: 12 Catch Basin Id: 22 Top of Costing: 55.30 ...- Invert Elev: 50.70'- Wall/lnv AdF 0.25 ~ Total Height: 4.85 E:: Cost & Ring Ad F 0.79 ::3 MH Height: 4.06 - E-o COVER: 48 TYP 4022A 24x36 ECC ::> 48 BBL 3.6 S P2 a.. ~ ~ Location: KALLAND AVENUE NE CD 24in RCP ~ o r- o ~ ~ o G>J 24in HOP ff} "- 0:: Page: 18 STO RM Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up CD 18in 51.75 ""0.00 Q) 18in 51.75/0.00 Q) 18in 51.75/0.00 ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET / Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. / Up Inv. Elev. Up CD 24in 50.70 0.00 Q) 4in 52.30/'1.60 (j) 24in 50.70/'0.00 (2)/ 4in PVC ADJUSTING RINGS 24x36x2in: 2 Others STEPS: PLASTIC 270' BASE: BASE SLAB 64x6 /' Date: 05/04/01 Takeoff By: DCJ Page: 19 . Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 STO RM Project: ALBERTVILLE- HEURING MEADOWS R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Plant: 12 Catch Basin Id: 23 Top of Costing: 55.30,-/' Invert Elev: 50.50"- Wall/lnv Adi 0.25 ~ Total Height: 5.05 e:: Cost & Ring Ad j 0.79 :3 MH Height: 4.26 - ~ COVER: 60x8 TYP 4020G 24x36 ECC 0..: 60x3.4 Location: KALLAND AVENUE NE CD 24in RCP ,- Q) 7RCP ~ ~ o l'- o ~ ~ o if) ~ 28ft 24in Cl3 P4 B Plant: 12 Catch Basin Id: 24 Top of Costing: 56.90"""'- Invert Elev: 52.40/ Wall/lnv Adj 0.00 ~ Total Height: 4.50 e:: Cost & Ring Adi 1.00 :3 MH Height: 3.50 - ~ COVER: 48 TYP 4020G 27 ECC Location: STORM LINE C Q) ~ 18in HOPE 0... 48x3.0 ~ ~ o l'- o ~ ~ o Q) if) "'- ~ Drop Manhole Bottom Holes None Pipe SIZe Inv. [lev. Up Inv. [lev. Up CD 24in 50.50/ 0.00 (2) 4in 52.30/1.80 <J) 24in 50.50 .00 ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET Drop Manhole Bottom Holes None Pipe SIZe Jnv. Elev. Up Inv. [lev. Up CD 18in 52.40 m.oo (2) 18in 53. 42 "'102 <J) 18in 52.40/0.00 ADJUSTING RINGS 27x2in: 3 Others STEPS: NONE BASE: UNI-SET ~ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Cuslomer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Dale: 05/04/01 Takeoff By: DCJ Page: 20 STORM Pro jecl: ALBERTVILLE- HEURING MEADO WS Location: STORM LINE C Plant: 12 Catch Basin Id: 25 Top of Casting: 56.00........... Invert Elev: 52.62........... Wall/lnv AdF 0.00 ~ Total Height: 3.38 E= Cast & Ring AdF 0.79 ::3 MH Height: 2.59 ..... ~ COVER: 48 TYP 4020G 27 ECC 0... 48x2.07/ ~ o l'- o .-l .-l o en "- 0:: Plant: 12 Catch Basin Id: 26 Top of Casting: 58.00/ Invert Elev: 54.50/ Wall/lnv AdF 0.00 ~ Total Height: 3.50 E= Cast & Ring AdF 0.79 ::3 MH Height: 2.71 ..... ~ COVER: 48 TYP 4020G 27 ECC 0... 48x2.2 J ~ G) 15in HOPE o l'- o .-l .-l o en "- 0:: / 18in HOPE Location: STORM LINE C CD 18in HOPE Q) 4in pve Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up tnv. Elev. Up CD 18in 52.62/0.00 ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET / Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up CD 18in 54.50-0.00 (2) 15in 54.50/0.00 Q) 4in 55.00""'0.50 ./ @ 15in 54.50 0.00 Q) 15in HOPE ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET v @ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Cuslomer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Dale: 05/04/01 Takeoff By: DCJ Page: 21 STO RM Project: ALBERTVILLE-HEURING MEADOWS Plant: 12/11 Catch Basin Id: 27 Top of Costing: 62.64- Invert Elev: 58. 78 ~ Wall/lnv AdF 0.00 rn Total Height: 3.86 c.J - Cost & Ring Ad F 1.04 E-< - MH Height: 2.82 ~ - E-< COVER: 48 TYP 4022A 24x36 ECC ~ a.. 48x2.6 ~ ,-- 0 r-- 0 ....-1 ....-1 0 rn "'- 28ft 15in CL5 P4 C Ct: Plant: 12/11 Catch Basin Id: 28 Top of Costing: 62.64/ Invert Elev: 58.92~ Wall/lnv AdF 0.25 rn Total Height: 3.97 c.J - Cost & Ring Ad F 0.79 E-< - MH Height: 3.18 ~ - E-< COVER: 48 TYP 4022A 24x36 ECC ~ a.. 48x2.6 ~ / location: KALlAND AVENUE NE Q)( 4in PVC CD 15in HOPE (- Q) 15in RCP C / Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up CD 15in 58.78 0.00 (2) 15in 58.78 0.00 CD 4in 59.64/0.86 ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 15in 58.92""....0.00 (2) 4in 59.64........0.72 CD 15in 58.9Y 0.00 location: KALlAND AVENUE NE Q) 15in RCP C o r-- o ....-1 .-4 o rn ~ 52ft 15in CL5 P4 C CD 15in RCP C ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET @ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Date: 05/04/01 Takeoff By: DCJ Page: 22 STORM R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Project: ALBERTVILLE-HEURING MEADOWS Plant: 12/11 Catch Basin Id: 29 Top of Costing: 63.38-- Invert Elev: 59.18-- Wall/lnv Ad~ 0.25 en Total Height: 4.45 ~ e: Cost & Ring Ad~ 1.04 :::::J MH Height: 3.41 - E- COVER: 48 TYP 4022A 24x36 ECC ~ CD 15in RCP C CD 15in (2) 15in Q) 4in @4in Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up (' 59.18 0.00 59.18/ 0.00 60.38..... 1.20 60.38/ 1.20 Location: KAlI AVENUE NE 0.. 48x2.8 ~ ~ @ 4in pye ADJUSTING RINGS 24x36x2in: 2 Others BASE: NONE UNI-SET o l'- o .-l .-l o en ~ 130ft 15in CL5 P4 C / CD 15in RCP C / Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up ......- CD 15in 59.84 ....0.00 (2) 15in 59.84 0.00 Plant: 12 Catch Basin Id: 30 Top of Costing: 64.55"""""- Invert Elev: 59.84.../ Wall/lnv Ad~ 0.25 en Total Height: 4.96 ~ e: Cost & Ring Ad~ 0.79 :::::J MH Height: 4.17 - t; COVER: 48 TYP 4022A 24x36 ECC 48 BBL 3.6 S P2 ~ Location: KAlI A VENUE NE / <V 15in HOPE ADJUSTING RINGS 24x36x2in: 2 Others 0.. ~ STEPS: PLASTIC O' BASE: BASE SLAB 64x6 o l'- o .-l .-l o en "- ~ f.-/' e Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Date: 05/04/01 Takeoff By: DCJ Page: 23 STORM R/S: 011070 Customer: R. P. UTILITIES Remarks: SHORT SECTION REQUIRED. Pro jec t: ALBERTVILLE- HEURING MEADOWS CD/ 15in HOPE Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 15in 60.50./ 0.00 (2) 4in 62.00 .....1.50 Plant: 12 Catch Basin Id: 31 /' Top of Costing: 64.20 Invert Elev: 60.50./' Wall/lnv Adj 0.00 rn Total Height: 3.70 t:x:l e::: Cost & Ring Adj 1.21 ::3 MH Height: 2.49 - 5 CONE/COVER: NONE 27 BBL 2.5 Location: KALI A VENUE NE 0.. ~ ------ <V -- 4in PVC ADJUSTING RINGS 27x2in: 4 Others o l'- o .-1 .-1 o STEPS: NONE BASE: BASE SLAB 4Qx5 rn "'- 0:: Plant: 12/11 Catch Basin Id: 32 Top of Costing: 54.78 /' Invert Elev: 50.90-'" Wall/lnv Adj 0.23 ~ Total Height: 4.11 e::: Cost & Ring Adj 0.79 G) ::3 MH Height: 3.32 4in PVC - 5 COVER: 60x8 TYP 4020G 24x36 ECC 0.. 60x2.6 ~ /' o l'- o .-1 .-1 o Drop Manhole Bottom Holes None Pipe Size Jnv. Elev. Up Inv. Elev. Up CD 21in 50.90 0.00 (2) 21in 50.90 0.00 Q) 22x13in 51.82-0.92 G) 4in 51.82rO.92 @ Lt;", 5\.~"l oA'2. @ ~ ; ..,.:70 c... Location: KYLER AVENUE NE CD 21in RCP ADJUSTING RINGS 24x36x2in: 2 Others NONE BASE: UNI-SET 32ft 21in CL3 P4 B, TIE LAST 3 ONE END, 21 F - FE FT, SG TRASH GUARD rn 64ft 21in CL3 P4 B ~ 34ft 22x13in 2A T&G B " /'l.C. Dale: 05/04/01 Takeoff By: DCJ ~ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Cuslomer: R. P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plant: 12/11 Catch Basin Id: 33 Top of Costing: 54.78"- Invert Elev: ~ ~o.~O Wall/tnv Adj 0.24 f/) Total Height: .-3:1T 4-.12- ~ Cost & Ring Adj ~ O./~ ::3 MH Height: ~ s.'33 ..... E- COVER: 48 TYP 4022A 24x36 ECC :::> Page: 24 STORM Pro jecl: ALBERTVILLE- HEURING MEADO WS Location: KYLER AVENUE NE lA~eSJ~ 0.... ~e o l'- o ~ ~ o f/) ""- 34ft 22x13in 2A T&G B 0:: Plant: 12 Catch Basin Id: 34 Top of Casting: 55.53-- Invert Elev: 50.60 ~ Wall/lnv Adj 0.00 f/) Total Height: 4.93 ~ ..... Cast & Ring Adj 0.79 E- ....... MH Height: 4.14 ....:l <"" ..... E- COVER: 54x8 TYP 4020G 24x36 ECC CD :::> 54 BBL 3. 4 CX2 4in PVC 0.... ---- ~ 0 l'- 0 ~ ~ 0 f/) ""- 30ft 21in CL3 P4 B 0:: CD 22x13in ARCH CD 4in PVC Q) 22x13in ARCH Location: 53RD STREET NE CD 21in RCP ~ Q) 21 in RCP / Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up. Inv. Elev. Up CD 22x13in 51.90 ---0.00 (2) 4in 51.90 - 0.00 (j) 22x13in 51.90- 0.00 @ 4in 51.90 ~ 0.00 ADJUSTING RINGS None STEPS: NONE BASE: UNI-SET / Drop Manhole Bottom Holes None Pipe SIZe Jnv. E1ev. Up Inv. E1ev. Up CD 21in 51.60""1.00 (2) 4in 52.53'/1.93 (j) 21in 51.60/1.00 CD 4in 52.53'/ 1.93 .... Q) 4in PVC ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE BASE: BASE SlAB 72x8 / G Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Date: 05/04/01 Takeoff By: DCJ STORM Project: ALBERTVILLE- HEURING MEADOWS R/S: 011070 Customer: R P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plant: 08/12/11 Catch Basin Id: 35 Top of Costing: 55.00"- Invert Elev: 48.20 - Wall/lnv Adi 0.00 f/) Total Height: 6.80 r.:l e:: Cost & Ring Ad i 0.79 :3 MH Height: 6.01 - 5 COVER: 66 TYP 4020G 27 ECC 66 BBL 5.3 S Location: STORM LINE 0 CD 30in HOPE 0) 24in RCP 0... 0:: ~ o r- o ~ ~ o Q) l8in RCP C f/) 126ft 18in CL5 P4 C, TIE LAST 3 ONE END, 18 M -FE FT, SG TRASH GUARD ~ 12ft 24in CL3 P4 B Plant: 08/12 Catch Basin Id: 36 Top of Costing: 55.0lY' Invert Elev: 48.0~ Wall/lnv AdF 0.00 &5 Total Height: 7.00 e:: Cost & Ring Ad F 0.79 :3 MH Height: 6.21 - 5 COVER: 72 TYP 4020G 27 ECC . ~BL 5.5 S CX4 o...V ~ ~ loto~ ~ Ij.c,?' r- o ~ ~ o Location: STORM LINE 0 CD ..--. 30in HOPE 10) 4in PVC f/) '-... ~ Page: 25 Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up CD 30in 48.20 0.00 Q) 18in 50.50 -2.30 Q) 24in 50.50/ 2.30 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC 90' BASE: BASE SLAB 86x8 Drop Manhole Bottom Holes None Pipe SIZe Jnv. Elev. Up Inv. Elev. Up CD 30in 48.00"-0.00 Q) 30in 48.00--- 0.00 Q) 4in 49.00 1.00 ..,/ Q) 30in HOPE ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC 180' BASE: BASE SLAB 92x8 Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 R/S: 011070 Project: ALBERTVILLE- HEURING MEADOWS Date: 05/04/01 Takeoff By: DCJ <<I Customer: R P. UTIUTIES Remarks: SHORT SECTION REQUIRED. Plant: 08 Catch Basin Id: 37 Top of Costing: 53.00, Invert Elev: 46.95--- Wall/lnv Adi 0.00 ~ Total Height: 6.05 e:: Cost & Ring Ad i 0.79 :::3 MH Height: 5.26 - ~ COVER: 72 TYP 4020G 27 ECC }(J!8L 4.5 S CX4 : C= U}~ ~/ l'- o ...... ...... o Location: STORM LINE 0 1/ / CV rn .......... 0:: Plant: 12 Catch Basin ld: 38 Top of Costing: 55.4r Invert Elev: 47.57-- Wall/lnv Adi 0.33 rn Total Height: 8.20 t:I::l e:: Cost & Ring Ad i 0.79 :::3 MH Height: 7.41 - ~ COVER: 50x8 TYP 4020G 24x36 ECC ::::> 50 8BL 6.7 S P2 Location: STORM LINE D CD 36.2x22in ARCH 0... ~ ~ o l'- o ...... ...... o cv 30in HOPE rn .......... 0:: Page: 26 STORM Drop Manhole Boltom Holes None Pipe SIZe tnv. Elev. Up Inv. Elev. Up CD 30in 46.95/ 0.00 (2) 30in 46.95/ 0.00 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC 90' BASE: BASE SLAB 92x8 / Drop Manhole Boltom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 36.2x22in 47.57 r 0.00 (2) 30in 47.57 -- 0.00 ADJUSTING RINGS 24x36x2in: 2 Others STEPS: PLASTIC 90' BASE: BASE SLAB 78x8 l/ @ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 Da te: 05/04/01 Takeoff By: DCJ Page: 27 STORM R/S: 011070 Customer: R P. UTIUTIES Remarks:. SHORT SECTION REQUIRED. Pro jecl: ALBERTVILLE- HEURING MEADOWS Plant: 12/08 Location: STORM LINE D Drop Manhole Catch Basin Id:39 Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up Top of Costing: 55.44 f- CD CD 30in 47.49 0.00 Invert Elev: 47.49 r--- 30in HOPE (2) 36.2x22in 47.49 0.00 Wall/lnv Adi 0.00 en Total Height: 7.95 C;.;:I - Cost & Ring Ad i 0.79 E-o - MH Heigh t: 7.16 ....:l - E-o COVER: 60x8 TYP 4020G 24x36 ECC ~ 60 BBL 6.4 S P2 ADJUSTING RINGS 0.. ~ 24x36x2in: 2 Others ~ STEPS: PLASTIC 90' MASTIC: (4) 1x14.5 ft JOINT SEAL 0 BASE: BASE SLAB l'- 78x8 0 CV ....-4 36.2x22in ARCH ....-4 0 en ,/ ........ 40ft 36.2x22in 2A T&G B 0:: f ASTM 0-3034 SOR 35 GASKET Outside Weight Pieces Bundles Truckload Size Diameter Wall Per Foot Bundles Truckload Pieces Footage 4" 4.215 .120 1.1 76 18 1,368 17,784 . 6" / 6.275 .180 2.4 35 18 630 8,190 8" ~~ 8.400 .240 4.2 24 9@24 396 5,148 20 9@20 10" , 1 0.500 .300 6.6 12 18 216 2,808 12" 12.500 .360 9.4 8 9@8 147 1,911 4 3@4 6 9@6 3 3@3 15" 1 5.300 .437 14.1 6 18 108 1 ,404 ASTM F.679 SOR 35 GASKET 18" 18.700 .536 21.2 3 15@3 75 975 2 15@2 21" 22.047 .632 29.8 4 12 48 624 24" 24.803 .711 37.9 4 12 48 624 27" 27.953 .801 49.0 3 9 27 351 Standard 13.0' Laying Length - 20.0' Length Special TYPE OF PIPE SPECI FICATIONS For Plastic Gravity Sewer Pi pe PS-4 61 b ./1 n. - in. MATERIAL ThiS specification covers polyvinyl chloride (PVC) gravity sewer pipe and fittings manufactured in accord- ance with ASTM Standard 0-3034 or ASTM Standard J=.679 and Intended-for use In drainage of sanitary and industrial wastes. storm water, and similar liquids. Both pipe and fittings shall be made of PVC plastic having a cell classification of 12454-8 as prescribed in ASTM 0-1784. NOTE: ASTM-679 pipe has a pressure rating of 118 PSI. Review does not extend to o REVIEWED quantities. dimensions. fabrication processes, construction means or methods. coordinatioll of the work FURNISH or safety procedures. Comments AS CORRECTED or corrections made do not relieve Cor.tractor from compliance with the drawings and specifications. o REVISE AND In resubmitting, identify revisons RESUBMIT made. o REJECTED ~eview of this submittal is expressiy limited as provided In the. Contrac~ D~umcnts and is only to determine compliance;: with mformmion given in the Contract D~uments a~d co~formanc.e with the design concept of th~ c(Jm~leteo project. ReVIew does not affect contract pnce or time. Short Elliott Hendrickson Inc. By: jI\'~~ (l...?9("'.h Date: S -Z:~ -al \.:7t"/\ rlllll~'-=' ~UOIVIIIII"\L vnJ:J:1 . Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM 0 3034. F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced In sizes 4' through 8' diameter. Fabricoted fittings are produced in sizes 4' through 27' diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting an the requirements of either ASTM D 3034. F 1336 and F 679 for workmanship, extrusion quality, stiffness. impact resistance. dimensions and structural performance. Extruded pipe components ere made from PVC material with a minimum cell classification of 12454-8, 12454-C or 12364-C as defined in ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454-8. 124S4-C or 1334J-C os defined In ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet all requirements of ASTM D 21 S2 for properly fused PVc. Impact Resistance: Extruded components are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder 8. The strength shall equal or exceed the values shown below: 4' - S' 150 Ft-Lbs 6' - 8' 210 Ft-Lbs 10' - 27' 220 Ft-Lbs Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder 8. The strength shall equal or exceed the values shown below: 4' 50 Ft-Lbs 6' - 8' 75 Ft-Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. Pipe Rattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates Is 40% of the outside diameter of the pipe. There shall be no splitting. cracking or breaking. Pressure/Pressure Deflection: - Gasketed joints are tested In accordance with ASTM 03212 Pressure: .10 minutes @ 10.8 psi + 10 minutes deflected @ 10.8 psI. Vacuum: 10 minutes @ 22' Hg + 10 minutes deflected @ 22' Hg. Branch Bending: The chemically fused areas around the branches of tee. wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and Integrity. Riser Load: Tee and tee-wye fittings shall withstand a riser load of at least (100., 1Y .OD) pounds. No cracking or spOtting sholl occur. . - Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested In accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal'or exceed 900 psi @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212 Sdddles: Injection molded saddle tees and saddle wyes shall have skirts with 0 minimum of 80 square inches surface area which con be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with 0 minimum of 160 square Inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. 2 296 HEAVY WALL PVC SEWER PIPE ASTM 0-3034 0.0. SOR 26 WALL PS-115Ib./in.-in. Size -Jt! , Outside Weight Pieces Bundles Truckload Diameter Wall Per Foot Bundles Truckload Pieces Footage- ,. 4" J~ 4.215 .162 1.4 76 18 1.368 17,784 6" ,.... 6.275 .241 3.2 35 18 630 8,190 8" 8.400 .323 5.7 24 9@24 396 5,148 20 9@20 10" 10.500 .404 8.9 12 18 216 2.808 12" 1 2.500 .481 12.6 8 9@8 147 1.911 4 3@4 6 9@6 3 3@3 . 15" 15.300 .588 18.8 6 18 108 1 ,404 ASTM-679 O. D. SDR-26 WALL 18" 18.700 .719 28.1 3 3@3 75 975 6 6@6 2 3@2 4 6@4 21" 22.047 .848 39.9 4 12 48 624 24" 24.803 .954 50.0 4 12 48 624 . 27" 27.953 1.075 63.4 3 9 27 351 TYPE OF PIPE Standard 13.0' Laying Length - 20.0' Length Special MATERIAL This specification covers polyvinyl chloride (PVC) gravity sewer pipe and fittings manufactured in accord- ance with ASTM Standard 0-3034 and intended for use in drainage of sanitary and industrial wastes. storm water, and similar liquids. Both pipe and fittings shall be made of PVC plastic having a cell classification of 12454-,8as prescribed in ASTM 0-1784. NOTE: ASTM-679 with SDR-26 wall pipe has a pressure rating of 160 PSI. C-900 AWWAC-900 PVC WATER PIPE DIMENSIONS AND PRESSURE CLASSES FOR DIMENSION RATIO (OR) PVC 1120 PIPE WITH CAST-IRON-PIPE-EQUIVALENT ODs - Minimum Laying Outside Wan Weight Truckload Size Length Diameter Tolerance Thlcknesa Tolerenca (Pounds! Pieces Bundle C'asa" OR (Feet) (Inchea, (Inches) (Inches) (Inches) Fool) Bundle Truckload Pieces Footage 4"-100 25 20 4.800 :1:0.009 0.192 +0.023 1.92 38 20 760 15.200 6"-100 25 20 8.900 :1:0.011 0.276 +0.033 3.96 26 12 392 7.840 14 4 8"-100 25 20 9.050 :to.015 0.382 +0.043 6.81 20 8 220 4,400 15 4 10"-100 25 20 11.100 :1:0.01 5 0.444 +0.053 10.25 12 12 144 2,880 12".100 25 20 13.200 :to.015 0.528 +0.063 14.50 8 6@8 98 1.980 4 2@4 6 8@6 A 3 2@3 4".150 1. V18 20 4.800 :to.009 0.267 +0.032 2.61 38 20 760 15,200 8"-lS()II" lY 20 6.900 :to.0 11 0.383 +0.048 5.41 28 12 392 7.840 J 14 4 8"'150' i? 20 9.050 :to.015 0.503 +0.060 9.32 20 8 220 4,400 ~ 15 4 10""5~ ~ 20 11.100 :to.O 1 5 0.617 +0.074 14.00 12 12 144 2.680 12""5~ ,..'8 20 13.200 :1:0.015 0.733 +0.088 19.80 8 6@8 98 1.980 4 2@4 6 6@6 3 2@3 · 4",200 14 20 4.800 :to.009 0.343 +0.041 3.30 38 20 760 1 5,200 " 8",200 14 20 6.900 rO.Q11 0.493 +0.059 6.84 28 12 364 7.280 14 2 · 8".200 14 20 9.050 :to.015 0.848 +0.078 11.7& 20 4 200 4,000 15 8 10",200 14 20 11.100 :to.0 1 5 0.793 +0.095 17.71 12 12 144 2.880 12",200 14 20 13.200 :to.015 0.943 +0.113 25.04 8 6@8 98 1,960 4 2@4 I 6 6@6 3 2@3 "Pressure classes are wor1dno-pressure ratings (AWWA C-900 See. 2.8) "Truckload quantities are lower due to weight limits. - - MEETS OR EXCEEDS ALL INDUSTRY STANDARDS AND SPECIFICATIONS. Materta'. pipe Is made from I virgin PVC compound with a cell classification of 12454-8; the eslabllshed hydrostatic-design-basis (HOB) rating is 4,000 psi It 73.4-F. (23-C.) The Stlndard ThermOP(ullc Pipe Mltenal Designation Codala PVC 1120. it~.:;u. THHNrrHWN UNIVERSAL BUILDING WIRE 9<rC 600 Volt PC11610 PVC INSUlATION NYlON JACKET OVER INSUlA TlON Descrlpllon: THHNlTHWN offers outstanding cost and space-saving advan- tages to the contractor, the electrician, the manufacturer and the design engIneer. It is the smallest diameter of any building wire for general purpose appHcatlon, either new work or rewiring. Using THHNfTHWN can result In substanllal space savings. Increased circuit capacity, and lower Installation cost because it allows smaller sizes of conduit. THHNfTHWN meetstbe UL "VW-1" Vertical Aame Test and Is surface mar1ced ''VW-1.''U Is Ideal for appHance, lighting and machine tool applications. With reduced wir$ size, lightness. and smooth nylon Jacketing, THHNlTHWN can be pulled through conduits and raceways with great ease. Particulars Conductor: Soft drawn annealed copper conductors. Available In SOlid or stranded In sizes 14. 12 and 10 AWG. Sizes 18. 16 and 8 AWG and larger available In stranded only. insulation: Extruded 105"C polyvinyl chloride (PVC) insulation. Insul.tlon Jacket: Tough, smoolh nylon. This Jacket offers a great degree of protection to the PVC Insulation lrom abrasion and cut through which may be encountered in pORing wire through conduits. Nylon has long been recognized as one of the toughest Jacketing materials used In wire and cable manufacturing. Colore: Smaller gauge sizes available In up 1013 colors. See page F.3 lor $pacific Information. Chemical Resistance: THHN has excellent resistance to most chemicals. solvents or fumes. Underwriters Laboratories recog. maS the use of nylon Jacketed PVC Insulated wires. similar to THHN, In areas where gasoline Is prevalent. such as auto service stations. Since the Jacket contains no plasticizers, there are no potenllal exudlng problems, even at high temperetures. Water Absorption: When tested in accordance wilh UL Standard t 581, the water absorption resuRs were no more than 25 mllrlQrams per sQUare Inch 01 exposed surface. T..t: WIth nylon jacket removed. the vtnyllnsulation Is con. dltloned lor seven days at 82"C after which the amount of water absorption is determined. THHNlTHWN wire has passed this test In all cases. ~ StCoA'J 4k l_ '5~??~ - c- - - - W-;r~ \ 1... (;c... .O'?T)2J ~ (S~ \e (i): c-~ 0(" 5::,\.~.1 ;.,.01o.Z.'+' c:.. to",-,~ Q., Features . Meets UL "VW.1" Flame Test Requirements . Sizes 250 MCM and larger rated sunlight resistant for cabte tray use . Wet or Dry Locallons - Rated oo-c Dry, 7S-c Wet . Resistant to Gas and 011 Exposure - Rated GaSOline and 011 ResIstant" (UL) . Versatile - UL Listed as THHNrrHWN, MTW, AWM, TFFN . Pulls Easlec- Tough, Smooth Nylon Jacket over PVC insulation . Sman diameter - More conductors per conduit It has excellent abrasion, chemical, gasoHne and 011 resistance. THHNITHWN also conforms to the NEC ~egulallon requiring wires within three Inches of a fluorescent ballast to be 9O"C type wire. 18 and 16 AWG are UL Listed a8 TFFN. Practical Applications: Building wira lor new construcUon and rewiring. 90.C Machine Tool Wire use In stranded sizes only. 9O"C fluorescent ballast hook-up wire. 105"C appliance wire. Gasoline Resistance: THHNfTHWN and TFFN wire marked gasoline resistant has been subjected to 30 days in gasoline at 3O-C. There was no appreciable Increase in thickness of the nylon or insulation, nor were there any adverse effects upon either as 8 result of the immersion in gasoline. The physical properties of the gasoline-aged wire are required to be 75% that 01 wire that Is aged In air. Flame Resistance: THHNfTHWN wire meels the Ul Vertical Wire Flame Test per UL Standard 83. The wire Is surface mar1ced "VW-t " Phyalcal Requirements of PVC Insulation: OrIginal Physical Properties: Tensile Strength, (min.). . . .. . . . .. ... . ........... . 2000 psi Elongation at Rupture, (min.) %. .. . . . . . . . . . . . . , . . , , , . . 150 Aging Properties: . Insulation, with nylon Jacket removed, is aged for 168 hours at 136"C. Tensile Strength, % re1ained (min.) . . . . . . . . . . . . . . . . . . . . .75 Elongation, % retained (min.) Ole Cut SpecImens. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 Other Specimens. . .. . . . ~ . . . . . . . . .. . .. . .; -.. . .. . . . .. 65 ~ F-2 . J Specifications and Ordering Information for Scotchcast 82-A Inline Resin Splice Kits UPC Maximum Maximum Conductor Inner Case 1 Product Series (054007-) Cable 0.0. - Connector 0.0. Size. Pack Qty. j ; . ' 82.A Series Nonshfetded Dry Cabte, Nonshlelded Wet or Dry Cable, Single Conductor Cable, Multfpla Conductor, to 1000 Volt, Cable I I Set page 223 'or cable type IIlustrallons. I ; ----- ; 25Ot6 I 0.750" I 0.406' 10-2 AWG I I,box I 82.A I 10 I I (19mml (tOmm) (6-30 mm'J I -i BUt 25024 0.625" I 0.406" Upl02AWG j libox ; 10 j i ~ (16mm) (IOmm) (30 mm') I 82.A2 25032 1.000" I 0.625" 2.J.o1)AWG i libox 10 I (25 mm) (t6mm) (35-80 mm~ I 1 I 82-AJ 25040 1.563" I 1.000' JIO.4OO kerni'" 1 libot 10 ; (40mm) (25mm) .(95.200 mm') ; ; "Important: Use insulation jacltel 01 conr.ectOI 0.0. tor rmaJ ordering criteria. .. 500 lcanil when using a Scolchlok 100 14 cappel compressioo connector. --. ---- .._ no __._____ -.-. - ~,,<:~ \C\;--5 t 'f>;; \ ~ . -~ to?~<' ~'i......:+ \ ut o)\ovU o)~ (J..< e. . . - - ~ . . 'Tyler/Union MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FlnlNGS ~ol ~ t.:po~ 6 LY'/ ~ (...\-~. ,,%'5 'v) :\\ 'Qo\-\-~ '0 a. ~~ ~ {\.o\ ~ o..q~J... -.l },.'-'l.. Ii'$ T~ U f SAMPLE SPECifiCATIONS 3" THRU U" MECHANICAL JOINT DUCTILE IRON FITTINGS shall be produced in accardance with all applicable terms and provisions of ANSI! AWWA C I 531 A21 .53 and ANSII AWWA C 111 I A21.1 1. NOTE: Fillings are cement-lined and seal. coated in accordance with ANSI! AWWA Cl0d/A21.4; also available dauble cemen" lined or bare. See list price sheet for details. JOINT DIMENSIONS IN INCHES BOLTS Size ADia. 8 CDia. o Dio. fDia. JDia. K'Dio. K'Dio. l M S T X Dio. Size No. 3 3.96 2.50 4.84 4.9d 4.06 6.19 7.62 7.69 .58 .62 .39 .33 J/. J/aX3 d 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 7/. J/~3'/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .d3 .36 '/. 3/AX31I, 6 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 7/. 3/~31/2 6 10 11.10 2.50 12.22 12.3d 11.20 14.00 15.62 15.62 .70 1.00 .d7 .40 71. J/ AX31/, 8 12 13.20 2.50 14.32 14.4.4 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 7/. 3/~3'/2 8 ld 15.30 3.50 16.40 16.54 15...u 18.75 20.31 20.25 ]9 1.25 .56 .47 71. J/ AX4 10 16 17..40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 7/. J/~4 12 18 19.50 3.50 20.60 20.7d 19.64 23.25 2d.83 2d.75 1.00 1.38 .68 .54 71. J / 4X4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.4.4 .69 .57 71. J/AX4 14 ~d 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 7/. 31 AX41/, 16 BENDS .R / 075 ;n. 0.31 in. K' J o c K1 900 Bends (1/41 450 Bends (1/8) 221/20 Bends (1/16) 11'/.0 (1/32) ~imensions ~imensions ~imensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 .34 4.5 4.0 20 2.00 3.62 16 1.50 d.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.B2 6.66 21 1.55 10.70 20 6 .37 6.5 6.0 48 3.50 7.25 38 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 .41 9.5 9.0 107 5.01 10.88 81 3.35 14.35 67 2.32 18.36 61 12 ..43 10.5 10.0 141 5.98 13.25 111 3.86 16.90 80 '2.56 20.90 79 14 . .51 12,0 11.5 220 5.50 12.06 164 3.93 . 17.25 ld8 2.59 21.25 131 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 15.5 ld.O dl0 7.50 14.50 289 7.50 30.19 292 7.50 60.94 287 20 .60 17.0 15.5 505 8.00 16.88 348 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 4175 9.00 37.69 460 9.00 76.12 457 Tyler Pipe/Utilities Division - P.O. Box 2027. Tyler, Taxos 75710 -1903)882-551 1 5.1.97 Union Foundry Company - P.O. Box 309 · Annislon, Alabama 36202 -1205)236,7601 3 A 2000 PV JOINT RESTRAINT FOR PVC PIPE Sample Specifications ~lt.-ch:tnic:tl joint reslr:tint shall he incorporaled illln Ihe design of th.: follower gland. TIle restr:tint mechanism ~hall cnn~i~1 of :1 pluralily of indi\'idually-aclu:1ted ~ripping ~urf:1ce.-s 10 111:1:<imi7.c rcstrainl cap:lbililY. Wands shall be manuf;Ktufl'd of duclilc iron c:onformll1!t to AST\I A<;.~6.Rl). The Aland shall he su(:h thaI it C;ln replace Ihe ~tandardiled mechanical joinl gland and c;m bc used with Ihe 5t:1ndardh:ed mechanical jnint hell conforminlt In ANSI,AWW'\ C1lliA11.I1 and ANSI/AW,\VA CI 'H':A215.\ of latest \'crsion. Twist nff mils. sized same as Icc-he:1(1 bolls. Sh;lll he used tn insure proper actuating of rcslraining dC\'ices. The reslr:1ining glands shall ha\c a pressurc raling cqual to thaI of Ihe.- pipe nn which II is used. The reslraininK gl:lnds shall h:1\'e heen lesled tn '\5T:\1 FI6~.f-96. be lislcd by l'ndcrwrilers I.:Ihoratorles. al1d he appfI}I'ed by Fal:lory ~Iutual. The reslrainl shall he Ihe EnA" (ron Scries .WOOPV ur appfll\"(~d cqual. Patent Information Th(' prodllc:ts prcsl'nted hl'rdn are covered hy onc or more of the (olluwinl! paten IS; .i6r--:-.I..IH9(,')03.'ill-11 75. Listings and Approvals Sizes 4" throuKh 12- are listed by Underwriters Laboratories, Inc.. category HJKF -Fittings. Retainer Type: \..-Illt a deflection angle of the degrees when used on VI.. lisled. Class 1 -;" P\'C pressure pipe and a 15l-/isled appUrll'nance. The lisling numher i~ EX2836. Si7.es 4" Ihrough 12- arc approved by Factory Mutual for use on approved DR 18 pve pipe. and sizes 4" through I II" are approved for IIse on DR 1-1 PVC pipe and mechanical joint :tppurtenances. The 2000PV restraint exceeds all requirements of ASTM F1674-96. Special Notes F.nAA-$eaIT>4 !:;Iskcts arc provided with the 30" and 30' 2000PV reslraints to fadlilale e:lsier assemhly of the mechanical join!. and arc relluired on the above referenced sizes III obtain the pressure ralings and s:lfct), factors shown_ For test pressures above the raled pressures, consult the engineering department of EBAA Iron, Inc. for recom- mcndalions. Dimensional Data pve PIPE 00 ClOD IPS ASTIot NO. OF NO. OF P WITH NUTS PIPE SHIPPING AWWA 02241 SERIES C 0 F J M X WEDGES BOLTS P TWISTED OFF K2 SIZE WEIGHT C900 01785 2003PV 484 1.55 3.60 6.19 0.50 3/4 4 4 9.8 8.6 7.69 3 7.0 3.5 2004PV 5.92 1.68 4.90 7.50 0.50 7/8 4 4 10.5 9.5 9.13 4 8.8 4.8 4.5 2006PV 8.02 1.68 7.00 9.50 0.50 7/8 6 6 13.0 12.1 11.13 6 12.1 6.9 6.63 2008PV 10.17 1.68 915 11.75 0.62 7/8 6 6 14.5 13.6 13.38 8 16.3 9.05 8.63 2010PV 12.22 2.10 1120 14.00 0.62 7/8 8 8 17.0 16.0 15.63 10 26.0 11.1 10.75 2012PV 14.32 2.10 1330 16.25 0.75 7/8 8 8 19.0 18.1 17.88 12 31.4 13.2 12.75 2014PV 16.40 2.25 15.49 18.75 0.88 7/8 10 10 21.7 20.9 20.38 14 47.6 15.3 2016PV 18.50 2.25 1758 21.00 0.88 7/8 12 12 23.8 23.0 22.63 16 52.8 17.4 2018PV 20.60 2.25 19.68 23.25 1.13 7/8 12 12 25.9 25.1 24.88 18 61.8 19.5 2020PV 22.70 2.25 21.79 25.50 1.25 7/8 14 14 28.0 27.2 27.13 20 70.9 21.6 2024PV 2690 2.75 25.99 30.00 1.42 7/8 16 16 32.3 31.5 31.63 24 92.9 25.8 2030PV 33.29 2.70 32.22 36.88 1.50 1 1/8 20 20 38.5 37.7 39.12 30 128.5 32.0 2036PV 39.59 2.70 38.52 43.75 1.50 1 1/8 24 24 448 44.0 46.00 36 161.3 38.3 x ~ SPACER p SECTION A-A r r SECTION B-B .~ EBM"IRON'" ....-.--..- ~........... ......... ......,. EBAA IRON SALES. INC. 'TOllr connect/on to the future "r.1I ('.0 nox Ii;:' f:.\STl.A:-';O. TEXAS -:'(l.I-lH liSA l~i :<i29 1-:\1 8()11/4.H 1716 FA-X 2~-i :(11) R9.H c.n1:lib:haa il'easlland.nct "isil nllr \~'cbsile;\\'\\'\\'.dl;l;I.nllll FE.-\ TU RES/B EN EFITS I SPECIFlCATI()NS -.-..------.-. ._-- FEATURES The Series 2500 Duclile Iron 250 o s i Resilient \"Iecge Gate Valve is designed tor use in drinking water. sewage. fire protection c;ystems as wen as irrigation and backllow control sys- tems. Ductile Iron Construcllon The duchle iron body. bOnnet and wP.dge provides strength ond a pres- sure rating thot for exceeds the requirements of AW'oNA C509. Strength more than dotJbles that provided by cast iron designs and the pressure rat- ing is 250 psi An this strength and higher pressure rating is provided in a compact. lightweighl. and easy to handle valve. Ai'lERICAN FLO\V CONTROL A SERIES 2500 RESILIENT \VEDGE VALVE Fusion Bonded Epoxy Ihe Series 2500 valVe is fully epoxy coated both on the interior as well os the exteriOr. The fusion bOnded coofing is . applied prior to assembly so Ihat even the bolt holes and bOdy-ta-bon- net flange surfaces Ole fully epoxy coated. Triple O-ring Stem Seals This valve features ltiple a-ring stem seals. Two a.rings ore located above and one a-ring is located below the thrust collar. The lower two a-rings provide a permanently sealed tubricallon chamber. The benefit being that the valve will be easy to operale over a long pertod of time. The lIPper a-ring assures that sand. dirt or grit cannot enter the valve to cause domoge to the lower a-rings. This is especielly important for buried and : The Series 2500 Ducllle Iron Resilient Wedge Gate Valve has , these standard features: ; . Ulllsted.FM Approved , I . Seat Tested 250 p.s.l.g. I . FusIon Bonded Epoxy Coating I I Complies With ANSI/AWWA C550 ! . 250# Raised Face Flanges I Available I i . Ductile Iron Body, Bonnet and ! Wedge. Operallng nut ! SPECIEICATIONS I l~' . Valves 2')ttf shall be resilient I ! wedge type rated for 250 p.s.i.g. cold I water working pressure. All ferrous ! components Shall be ductile iron. : Valves <to - 16' shall be in full campli- : ance wilh AWWA C515. The words : "0.1: or "Ductile Iron" shan be cast on · Ihe valve or stamped on a permo- : nently attached corrosion resistant ;. metal tag. The wedge shall be ductile iron encapsulated WIth nitrile rubbef 12".12" sizes) or SBR rubber 114".24" ; Sizes). , The wedge shall be symmetrical i and seal equally well wilh lIow in eilher I direction. . Shell Tested 500 p.s.i.g. . 250 p.s.l.g. Pressure Rating . Rubber Encapsulated Wedge . Triple O-ring Stem Seals - Smooth (Ho Pockel) Waterway . 100% leak-Tight Closure . HSF Standard 61 Certified . AWWA C515 Valves shall be NSF Standard 61 certified. Bolting materials shall develop the physical strength requirements at ASTM A307 and may hove either regular SQuare or hexagonal heads with dimensions conforming to ANSI B 1 8.2. I. Metric size. socket head cap screws therefore are not allowed. Operating nut Shall be constructed of ductile iron and shan hove four flats at stem conneclion to assure even input torque to the stem. All gaskets shall be pressure enel'- giZed a-rings. Stem sholl be sealed by three -t sewage service applications. Thrust Washers Two IhlUst washers ore used. One is locat€<'J abOve and one is located below tile thrust collar. These thrust washers assure easy operalion at all times. No Flat Gaskets The body.to.bonnet and bonnet- to-bonnel cover seals are pressure energized a-rings. This eliminates the need for excessive bolt loading which is required by designs that use flat gas- kets. The a-rings ere reusable which eliminales down lime during any needed repeir. The Series 2500 Resilient Wedge Gate Valve is furnished in conrigura- 110ns thai are listed by Underwriters laberatories. Inc. end approved by Factory Mutual Research Corp. a-rings. The top two a-rings sholl be replaceable with valve fully open and while subject to tullrated working pres- sure. a-rings set in a cartridge shall not be allowed. Valve shall have thrust washers located with (1) above and (11 below the thrust collar to assure trouble-free operation of the valve. All internel and external surfaces of Ihe valve body and bonnet shall hove o fusion bonded epoxy cooting. com. plying with ANSIIAWWA C550. applied eleCtrostatically prior to assembly. I ValVes shall be American FlOw Control'S Series 2500 Ductile Iron I AMERICAN FLOW CONTROL e 5-1/4 IN. WATEROUS PACER FIRE HYDRANT SUBMITTAL SHEET ~ City Specification: Type: J2l Traffic (Model WB-67-250) Direction to Open: {l] Left (C.C.W) Operating Nuts: 0 Non Weathershield -# S- Size Quantity: o Non-Traffic (Model W-67-250) o Right (C.W.) Shape Waterous No. (if Known) NOZZLES Configuration: (Check One) ~ OOP (Two Hose. One Pumper) o 00 (Two Hose) o PP (Two Pumper) o GGP (Two IHG Valves. One Pumper) o GG (Two IHG Valves) Pumper Nozzle: Hose Nozzle: Nat'1 Std Yes 0 No Nat'l Std ~ Yes 0 No Size 0.0. x T.P.1. 0.0. x T.P.!. Waterous Template (if Known) Waterous Template (if Known) Nozzle Cap Chains: . 126 Yes 0 No ell I (, Bury Depth: (Depth of Trench) {) ~ Upper Standpipe Length (Traffic Models only): 0 10" % 16" 0 22" 0 34" Monitor Elbow 0 Yes &.1 No Bottom (Base) Connection: Paint Color: UL Listed: 0 Yes 0 No Other Requirements: (List) st/< \tJc.h Pipe Size Type '1-. k~oJ- FM Approved: 0 Yes 0 No 6.; A.(.. .- American Flow Control3 American-Darling Valve & Waterous A DIvision of American Cast Iron Pipe Company Submit orders to: .NOTES: 1. Meets or exceeds requirements of AINVVA C502. latest revision. 2. 250 psi rated working pressure. 3. May be furnished in configurations that are listed by Underwriters Laboratories and approved by Factory Mutual Research Corporation. Visit our web site at htlp:/Iwww.acipco.com H-d 17_" 8-3/8 oL{ J<' A IS([ TA8l€1 PACER TRAFFIC (MODEL WB67) AWWA 2-1/2 IN. HOSE CONNECTION !THREAD SIZE: 1 0,0. x _ T,P.1.l 3 IN.. 3-1/2 IN.. 4 IN.. 4-1/2 IN. OR 5 IN PUMPER CONNECTION !THREAD SIZE: 0.0. X _ T.P.I.l 6'-1/4 I <; 3/1-[ B Is(E T A8LEI 7-3/8 DIA 8-3/8 DIA Lower Rod "BURY A B Length End to End FT-1N. FT-1N, FT-IN. FT-IN. 1~ 1 - 8414 1 - 7-114 1-3-5118 ~ 2 - 0-3/4 2-1-1/4 1-9-5118 2~ 2 - 8414 2-7-1/4 2-3-5118 ~ 3 - 0-3/4 3 -1-1/4 2 -9-5118 ~ 3 -8414 3-7-1/4 3 - 3-5116 ~ 4 - 0-3/4 4 -1-1/4 3-9-5118 ~ 4 - 8414 4 - 7-1/4 4 -3-5116' s-o 5 -0-3/4 5 -1-1/4 4-9-5118 ~ 5 - 8414 5-7-1/4 5-3-5118 ~ 6 - 0-3/4 8-1-114 5-9-5118 2 ~ 8 - 8414 8 - 7-1/4 8 -3-5118 7-0 7 - 0-3/4 7 -1-114 8 -9-5118 7~ 7 - 8414 7 - 7-1/4 7 -3-5118 ~ 8 - 0-3/4 8 -1-1/4 7 -9-5116 .;; .( ~) 8 - 8414 8 - 7-1/4 8-3-5118 - 9=lI 9-0-3/4 9-1-1/4 8-9-5Il11 9-8 9 - 8414 9 - 7-1/4 9-3-5118 r ~ l [ ONOTE: Bury Is the nominal distance from groundllne to bottom of connecting pipe. 7-5/8 3-5/8 r 11-1/8 OIA l 8~5 161 7/8 DIA HOLES - EOUALLY SPACED ON 9-1/2 BC . NOTES: 1. 150 psi rated wor1<ing pressure. 2. This hydrant meets or exceeds all requirements of AWWA C502. 3. This hydrant Is available in non-traffic configuration, model W67. 5-1/4" WATEROUS PACER FIRE HYDRANI .THE ORIGINAL HYDRAFINDER™ BY RoDON... "INNOVATORS OF CRITICAL HIGH-VISmILITY LOCATING DEVICES" I HIGH DAYINIGHTVISIDILITY The 6" wide highly reflective red strip- ing tape on the white HYDRAFINDER'M fiberglass shaft affords Instant day and nlghl visual location of the fire hydrant. The high-visibility HYDRAFINDERTM quickly locates hydrants buried in snow or covered wtth seasonal vegetalion over. growth. VANDAL PROOF The resilient 3/S" diameter white laminar matrix fiberglass HYDRAFINDER'" shaft Is attached to a heavy duty MIL SPEC chrome plated carbon slool spring mount that sRows for 360' total nexlblllly. "The Manulacturer claims no responsibility lor any misuse 01 the HYDRA.FINDER'" beyond Its intended and specified function IlS II high- lIlslblllty lire hydrant locating device. " MUIiOti CORPORATION · 310 N. 5th Street, SI. Charles IL 60174 708-232-1477. Fax 708-232-2063 Fig. A Fig. B UNIVERSAL MOUNTING BRACKETS The HYDRAFINDERTM is adaptable 10 most standard fire hydrants with an easy to Install5lS" diameter 00" on steel .fla'" . (Fig. A) or"L" (Fig. B) mounting bracket. o WEATHER RESISTANT The HYORAANDERTM fiberglass shaft is corrosion free and UV reslstsnt. ADDITIONAL FEATURES o The HYDRAFINDERTO. may be ordered In the standard S' length or a customer specified T length. · Custom reflective striping c!.enotlng community, association. or collegiate loyalty Is BvaRable In Orange, Vellow, Blue, or Green. Fluorescent striping Is available upon speclsJ request. o $hipped fully assembled, the HYDRAANDER"" hardware Includes the customer specified "L" or "flat" steel mounting bracket and the MIL SPEC spring mount. o The HYDRAANDERTU requires no me/ntenenee and may be easIly removed for seasonal use only. o A full three yaM wllrranty covers all HYDRAANDER'" component pllrts 811111nsl wellther delerlurllliull. o ALL COMPONENT PARTS ARE MANUFAC11JRED AND ASSEMBLED IN THE USA. Tyler/Union Item AA A B C CC o DD E F G Assembled Box less Base & lid extension In Inches Weight 27-31 38 33-42 65 39-49 69 45-54 73 51 -60 75 45-66 88 51-72 90 63-72 105 63-84 120 74-94 126 ~ ~ 51/. Lock Lid W.ig"t 18 r-~ ClCI> -- 5'/. Drop Lid We9rJ 13 \ \ BOX COMPLETE 5-1.97 CAST IRON VALVE BOXES, THREE-PIECE For 3" through 20" Valves. 5'/." Shafts, Screw-Type 6860 Series 5-1/4" Drop lid Weight 13 13 13 13 13 13 13 13 13 13 Top Section, less lid length Weight 10 22 16 36 16 36 16 36 16 36 26 51 . 26 51 16 36 26 51 26 51 r-- 97/161 I r- 7 ~41T.i41 J r13t. ,.--------r-.. 3 4 ~~-l-------~ V4 9_ ,f~~.=~:f': L i t=8't4 : 1t4 I --' , ~I- I I II~ 'I 14Y4 #4 BASE r-5~41 1r-5""~1 I w ..J m ~ r--------r3 3/4 ~ , · III ('-W~~'-:-----~r;;"\ 'As 1, 23.... I r 1 : 8 '14 -'~ I '0 l 4!4 ' I ~ '~ LSl/a:J 7/8 I, ~o~ ., TOP BOTTOM .160 BASE Tylel' pipe/Utilities Division · P.O. Box 2027. lylef', Texas 75710. (9031882,5511 Union Foundry Company · P.O. Boll 309 · Annislon, Alaboma 36202 . (2051236.7601 Bases for 6860 Valve.80xes No. 4 6 160 Increase weight 34 45 68 8 111/2 10 Bottom Pieces length Weight Per Pkg. 12 16 18 29 24 33 20 30 37 20 36 39 20 30 37 20 36 39 20 "48 69 . 20 "48 69 20 "60 75 20 .. May be furnished in /wa pieces screwed logelher to make the length required. EXTENSIONS: #58, 59 & 60 on page 39 fits on 6860 Series valve bolles on this page. r-9QI6, I r-73/4~ I ~ r-------~-~ ~4 I · I l"======~~-J" ,~ ~4 , ...... , , I , , , I I. .1 / !-J!4 143/4 17 ~~ #6 BASE .1 ~I~ , ,(1 . 0 . . . .'. . *0: ..- - '.~: '. f . I I I I .' "-'. . ., . . 0 :.. :.. ::.. . . ..... . .....':. .:.. . " ;'. * ~ ". . .' f . 1 I ! I I f ! 1 I 0.....,...: ' ..., .' ',,: ,. a., -a;.. .... ~, .' . , " '. . ,. ~" .'. . '.. -'.' . . . '':'':: :-" :..:"::$.';'. .:3 . . ,.:.. . ."'f'"C '. . ::J" 0-.: . 0.:. ~~. N ~ ", Ct! -.. . ,. " . ":",: . - ' ORWN 1/17/96 rEJ' ,,# - - =t: - ;t:-. - 0 0 - - N. . ."~ CJ)-" . .1:). C '. o , (1) o '"0 -0 ". .~ (,.I "-.." :aj .<> . . (J) :J : (J) (1) ........ ... r+- --' .(1) ", CT o .......... ~~ . -' :3. \0 rr -, (j) ..0 :J \0 rr C U (1) @ ~ 0- ~ AOJ~ST ABLE VALVE EXTENSION STEM VEXT-ADJ. DERSON MANUFACTURING INC. 200 Mo'dis.on St. . P.. 0- Box 696 . Wote.rtown. Minnesota 55388 612"':'955-2668 fox 612-- 955--2669 Smith Blair<V Jt 371 & 372 TaperSeal™ service saddles all stainless steel The Smith-Blair1\) 370 line of all stainless steel service saddles is uniquely designed for use on PVC pipe and can be used on all other types. Their full Clrcc.lmference wide band of stainless steel wraps fully around the pipe. to give total pipe support while providing stability on pipe to prevent the saddle from rocking or creeping...all without a crushing action. Full entrapment gasket cavity keeps rhe gaskel posillOned at the proper angle to provide oplimum sealing e"iciency Full circum'erence slainless sleel bands. 5" wide .", ::lPf,; ~~ 'o)ll;'~ 371 Si.l(Jtll~ and 7-112" wide ~.!' '!f)'.!)"~ .;!qr. 37"? ::'<1df:lp.. fits Vi:1iJ~:h/ .l': ",r.:~s :~'1"~ ~lL~5 d Ctct) i;:~ ". '~'J'1'~!:'r ~ .,. ': , ".- .tlt ,.L;'~:; Totally 360' contact on the pipe provides full pipe support and reinforcement withoul a crushing aClion. re""" . :.,:",j T i:....... ::~.! :;',\'f' "_'.:,; :;::'le-;-l .~;.;h N, !.,,:. )~, ~d 0., ".: "'!.: -:. .1! ':0 !r::1.1:~~ \"'\ Pfp."''?r''l ';illlinq.l .Il(I Sfn.i...:'l,'lr"~ l:nql!t:- :: ~t;. 5:~~Jt~'...!r~'Y'l':': ! 'l"_'f'3l...'\11...11 (}l:...~.+.tz I.,'~'C r-:~fj;"'; P"P.~~~Jr~; ..:rt~l ~I.r;t ~ ~e'.'" ~'_~C~ Cc)llf.':jS .~t ~..)r'lUp. :; ::p~",'d.-: .,;,ut~"'U!~l :"''''';'l'''\~ ~ff;CI-?rr.-' SUPERIOR SEALING QUALITIES The same superior sealirel. pipe supporting. stability on the pipe and easy inslall<1110n Qualities you have come to know and expect from otf'<cr Smith-Blair TaperSeal™ service sad(lIe~ :lre I Jr1ch<1ngect In thiS new corrosion protected 311 ..,t.'1l11less steel saddle As the stud nuts are tightened. :;1nq<::ntial pull directs mechanical forces toward ancl ~r()ur"J the pipe. uniformly distributing pres<;lIff' .ll()!jnr:! :Is circumfer- 28 Heavy duty threaded stainless steel outlet with NPT or CC thread. Heavy duty nylon washers to prevent galling between the nut and keeper bar, ;';:':J~~~~' : r Smith.Blai,..s exclusive "C" shaped keeper bar permits fas' :- mn-down of nuts againsl the weldments to provide equal. ized tension atong the full length of the saddle and excellent pipe support and reinforcement. All weldmenls including studs, side bars and fingers are constructed of stainless steel to minimize the possibdty of corrosion. ence, reinforcing it and supporting it without a crushing action while providing unsurpassed sealing qualities. TaperSeal™ gaskets have. in laboratory testing, been able to withstand pressures in excess of the working pressure of the pipe. MA TERIAL SPECIFICATIONS Band: Type 304 Stainless Steel Side Bars & Fingers: Type 304 Stainless Steel Keeper Bar: Type 304 Stainless Steel. Stud Bolts: Type 304 Stainless Steel with anti-galling coating on threads. Nuts: Type 304 Stainless Steel Teflon Coated Washers: Nylon Gaskets: Smith-Blair Grade 60 Buna N compounded to resist oil, acids. alkalies. most (aliphatic) hydrocar- bon fluids. water and many chemicals. (Contact Smith-Blai~ engineers for applications involving chemicals.) Temperatures -40oF to +2120F. ~lillerial specifications SUbject to change. /p~.'~~:~l ~,:-~-'h_ .,_.:::._"'" i ,--= l~:~-_ :{~~.tt~;~~...J "':".,.J'.~ ; ~j'-' ':] },l:- r.P _ Plug Valves A.Y. McDonald Plug Valve Corporation Stops are precision machined to assure a perfect match between lhe plug and the body, This same machining precision carries over to the threads to assure McDonald's high quality. Use only smooth jawed wrenches on corporation stop bodies and position lhe wrench only on the f1als provided on the bodies. Also position your wrench as close as possible to the threads being lightened 10 avoid excessive strain or bending moment on the body. Pressure ratings are: 100 PSIG for 1/2", 3i4", I" 0 80 PSIG for 1 1/4", 1 1/2",2" 'Ti ~ '.JH '-.tl~ t;;;:~. - ;.,~.::J'-"w~'r-,.::~-:"':':::l I I I - . .-- -" I I ~"""'::~:~;~.~': ~.:<~,.:,=,-~. A.Y. alve Corporation Stops are designed lor low turning lorques and high pressures (300 PSIG), The TFE coaled ball is supported by two Buna-N seats, There is no metal- lo.melal contact to cause high torques. The bubple.light leature at 300 PSIG makes these valves a belter choice than a plug valve when test or ore rating pressures over 100 PSIG are expected. All McDonald Ball Valve Corporalion SlOps are available with a wide variety of end connections. oAIl A.Y. McDonald Corporation Slops are pressure tested air under water. .AIl A.Y. McDonald Corporation Stops are designed to be used with all known tapping and drilling machines. ."Reclaimed Water" marking available. Contact factory. . Threads Used with Water Service Brass Slandard Male Iron Pipe T~~:~:~:~ J ,', '...~:,l, ,.......;.1 r....~......-t\._ ~..~.~' I r.--------= . ---.'.;'7 -:f- -- 4- c..::::..~:.:-.:"r'\.. .~_. ..\-:"::":';:':'~~'" .....:...:".:, ),:'-1 .~) ..~ ~Jr' .J_. jSpeCial Purpose /,ncreaSing Male Iron Pipe Thread. 3120 Corp. Thread. 3121 Corp. " --:1-, Inlernal Driving .~) _~___ . /."~'~ "'''~'A Thread ___/.'r'-<.J~I~'w~~ J::.--'.., ", ~ .;.. _:~;!{:C- E' , t' "'-:---::!~ Inlernal Driving Thread L _ ! _.... ~t;._~.t -.II I _ _l~ _ /' l~ I . " f:. '\ ~-_._---~--.. ' '~.._~'.... ,~_! : ~ ' ~ ._,,':~:,. L, r-;:l~' .:"V.,_y .............~.. 'H..-:'Iey:";1.:' >-;.:~';,,;;, t:",>,~'>,~,1 ~~ "'r"'/:W'~ ~'.L':'+"~" .\ ...-:l..~'F~:J,~;:3 '~t:';'.i :' 'YY.Z :: "'''''~~,>r'', ' "':Lrr' "'r '~,... -l..:.~_..... ~~.'.....' . ... . . . I r--i+-r-t-- - ~ f~J.,:,/ .. ., '.,. .~~;..~" ,.?""...... )......i '--'"-'~f~t)p-:: -4,:-.; '"i'.:kfiJ Female Iron Pipe Thread ::~ '. '<1 I:ale Screw Plug __.- ''''--'. "j. L __ __ . ~ '-. -......-.... Threads ~~":'--'" ".;..-' _ _ _ .:_~ . ....l- " . ~-~ -..- .:.t...... r-J:-~Y''''';'40''' ';J. .~ /j!fr" Male Screw Plug hf{j.l ,;;'<L~.\. ,~l, ,i"J.' ~ '. . ..... ..... i "',: 4 - _" -,.--- :'~IT:-:::(JL r,:~:t":""7" "'1 'y ,i.;J '1:,U" iJ Female Screw Plug oA.Y. McDonald 'T', Mac.Pak "22" series compression and flare outlets use the same female screw plug. 03/4" and 1" "33", "44", "55" and "3T'", and 1 1/2" "33" are one size larger thread. Example: 3/4" "33" is 1" AWWA flare nut thread. See charts pages 4 and 5 6 A, Y. McDONALD MFG, CO,. P,O. BOX 5080 DUBUQUE. IA 52004.05080319-583-7311. TOLL FREE 800-292.27370 FAX 800-832.9296 E.Mall sales@aymcdonaldmfg.com. WEB. www.aymcdonaldmfg.com Lf) . u // I L: I '-" ~ c~1il in I o ~ t- ~D &"'" L.J lU ~ , t- ... ,,- :.ow ~'2l ~- ,g; t- ..u "" "<t o <..> UJ > -. "'" > g>- ~~ "'" -"" 12"1( ..,. ..~ I ;:;; ~l -_. -:; ~ i &~! ,:;: ~l . I ... I - ~ ~ ..J u.. D< W & w I u.. o I 3 8 ; ~ ~ttm Ol CJ CD .,/ i I i I I .- ! I , i I I , ,//' w o 0 Ul 0 ..,. .; ,.., l!:! ~ Ul 8 r- IG r- r- ,.., ,.., CD .., .- 8 ,.., ,.., s:: ,.., N lD 8 8 - N N N ~ ~ x ~ N ,.; w frl CD ~ N ~ - ~ w ~ ~~ - "" x;f; ~ ~ C; 0 g ,... ,... .., .., 0 .., ,... 0 12 2 Ul en .., ,... CD ~ .., ... ~ ,... . N ~ Kl ,.., t- o !. , .., ~ '" .." . , ~ N ,.., I I I 7 ~ :;; :;; .., U'l .., :;; U'l 10 ":t .., .., .., .., - - - -- - - -.-- ,_>Curb Stops Generalln'ormation .Ball Valve Design Buna.N stem o.rlngs One piece cap and Sl~ Inlegral checks allow only 90' rotation of ball. Full 360' rolatlon available upon request Cap and slem herd in place by brass nut Ihreaded and slaked 10 bottom of slem Integral checks allow only 90~ rotation of ball. . Full 360' rotation available upon request Brass body and end piece. End piece is epoxied 1010 body to assure water- tight seal BrlSs body and end pIece. End pIece Is epoxied Into body to assure waler- tlghl seal Casl brass ball with TFE coating Cast brass ball with TFE coaling Two Buna.N seals provide shut-off Irom either direction Two Buna-N seals provide shut-off from eilher direction A.Y. M~Donald's Ball Valve Curb Stops maintain their low turning torques and bubble-tight 300 PS1G water pressure rating due to the TFE coated brass ball that is supported by two Buna-N seats. MtDonald Ball Curb Stops offer positive shut-off from either direction. McDonald Ball Curb Stops are available with a wide variety of end connections and also with Minneapolis Curb Box Threads. Stainless steel. brass and fixed brass handles available. See page 9. A brass 2" square operating head lhat is easily pinned to existing curb stops is available separately. See page 9. 'Available with FIP. MIP Ihreads. IIare or compression ends 'BIIII slyle curb SlOpS au! non.rjircclionllf .Types of Pipe/Tublng 'or use with A. Y. McDonald FiNings IOutside Diameters listed) P l YETHYlENE A M 02737 SOR 9 TUBE SIZE POlYBUTYlENE ASTM 02666 SOR 9 TUBE SIZE CLASS 250 POL YBUTYlENE ASTM 02662 SIOR 7 or POL YETHYlENE ASTM 02239 slon 7 PIPE SIZE LEAD PIPE. 1/2" .622 .628 621 .629 A .625 .633 A DOUBLE pvc STEEL STRONG EXTRA STRONG EXTRA STRONG ASTM 01785 PIPE SorA XS or AA XXS or AAA .836 B .836 B .783 B .861 .997 .844 .844 .813 .891 1.027 .79 .85 B 1" 1.004 1.067 1.122 1.034 1.0~1 1.152 .872 .871 .875 1.045 1.046 1.046 1.141 1.197 1.321 .878 .879 .883 1.110 1.054 1.054 1.171 1.227 1.351 1.121 1.120 1.125 1.329 1.310 1.310 1.413 1.477 1.581 1.129 1.130 1.135 1.399 1.320 1.320 1.443 1.507 1.611 1114"-44 1.750 I 112" -44 1.371 1.370 1.375 1.754 1.655 1.655 1.655 1.874 1.379 1.380 1.385 1832 1.665 1.665 1.685 1.780 1.904 2050 1.894 1.894 1112"-44 2.061 1.621 1.619 1.625 1.969 2.257 1.630 1631 1.637 2.141 1.906 1.906 1. 999 2.091 2.287 2.120 2.119 2.125 2.637 2.369 2.369 2.488 1.736 2.993 B 2.130 2.131 2.137 2.742 2.381 2.381 2.518 2.766 3.023 -22 or T C -22 or r c -22 or r c .33 or .3r E -44 -55 0 .66 -67 -68 5/8" ~ 3/4" 1 1/4" 1 1/2" 2" Type of A.Y. Fming A' Need insert nol available from A.Y. McDonald Mfg. Co. O' .55 only available in 3/4" and I" sizes. B . No filling from A.Y. McDonald Mfg. Co. available. E' .3T only available in 3/4" and I" sizes. C . T nof available for 1;2" size. *'nsert Stiffeners required on allllexible plastic connections .Shaded areas indicale where lead pipe may have to be shaved to fit compression end shown. A. Y. M<OONAlD MFG. CO. . P.O. BOX 508 . DUBUQUE. IA 52004-0508' 319-583-7311 . TOll FREE 800-292-2737 . FAX 800.832.9296 5 E-Mail salesOaymcdonaldmfg.com . WEB - www.aymcdonaldmfg.com 5~:-~~5.g ":!1AhlJ;lli",~~ '3 . ~ !i\': .i: ."!:;;l _ _ " ~ r,iij _. ;JI'-!:- -- 1= c; - ~ ._~ ,.g~-~~R ,4 - ~ ~ '" .. iY , , , . ~ 0.- J'- ~ ~ ~ ... Jo. ." - - - - ;0. f\) l>. b0- W hJ W W :>0 - ID W W - 10 ID - .... , , , -'- , I -'- - - .- - - z .. C) (j '" N 'J I\J 0 U1 -J 01 r.Jl 6- 0 U1 -- 01 0> -x en 01 III 01 01 01 - - - - - - - - 8 'K ~ ~ ~ ~ ~..I ~ ~ p:l - ) r - - - '- ~ x - >< ~ x ~ VI '" - - >< - ~ ~ ... , N r0 >< - x m - >< x - - - ~ ~ !l' 01 U1 U1 U1 ... bo- l>. tv 0 :Joo 'j <D ill U) ~ VI (11 C) 01 U1 N 01 w '" - - - 3 III 8 8 8 -I :..... '..J CD 0 Ul U1 U1 w w !" N f\) f\) N I\J 01 l>. -J -J -J 01 ~ 01 ,., -J - 01 en 01 CD Q) - I\J - - - - - - w 0 ~ ~ "- ~ bo- '" - - - - - ~ ~ m "- "- N bo- ;a. ,..) -~ S Ij ~ ,~ ~ ;.. :.~ ;; ... ,~ mm S6, m <D 0> ... r ;0.. n ~1:'_~1-125 !H~ll~;;: X _11 'lit' ;1 "f.. - ,,-~.~, 'd .., 'l ,jj~n ! I,-Irt i lll~:n B ! a. ! l~( i: M ~ i .~ =~. -< ;"l;~i ~ t :!!. '" : B' : 4:1( l ~Hi i I -- > . I <01 I - ~- I I .. . ~~~ =l!:' ", m :x ~ ~ !' -.:,~ '. .. ~TlVI -<. - -.. ~ '2- ~~ .- .... - ... .... ,., m ~ ;:ni s. ~ 'tI CD m~ r W r- I\J 2i~1 U1 ': 'I I ~ a .b. ~ ~ ~ W I - I\J U1 o n ~ ~ }O " r ,.. 7U m ..... ... N m c- VI . m ... VI .....- ~- e~ -.... VI .- N m VI m ,., C] ~ :>0 " r ;0. ~ VI ... N m 5610 lid 5614 1" Upper section, complete with shut-all rod 5607llld - 1" pentagon plug in lid · Use with inverted plug type curb stops 1/2",5/8", 3/4" · Use with ball valve curb stops 314", 1" (ball size) Steel pipe upper section 1 1/4" Upper section, shut-off rod available, but not furnished 5614llid - with 1 1/4" pentagon plug in lid · Use with inverted plug type curb stops 1/2",5/8", 314" · Use with ball valve curb stops 314",1" (ball size) 5612 5622 1" Upper section, complete with shut-off rod 5601llid . 2 hole Erie pattern, threaded 1" · Use with inverted plug type curb stops 1/2",5/8",3/4" · Use with ball valve curb stops 314", 1" (ball size) Cast iron base casting 1 112" Upper section, shut-off rod available, but not furnished 5623llid - with 1 1/2" pentagon plug in lid · Use with inverted plug type curb slops 1/2",5/8",3/4" · Use with ball valve curb stops 3/4", 1" (ball size) 1 1/2" threads ...... ~S:UPPL ~ W;, ~ <;-k.1m~ \?dJ. .' ------A.~.'7".~ Shut-off rod See page 8 for sizes . Lids .._ L ~I . .. ....... . . 5601L Tapped '" 5607L Tapped '" 5614L Tapped 1 1/4" 5623L Tapped 1 1/2" See page 8 lor details . Noles ~. Available Curb Box extended lengths: 2 1/2',3',3 1/2',4',4 1/2',5',51/2',6',61/2', 7', 7 1/2', (})8 1/2', g', g 1/2', 10' · Order by model number and maximum extended length_ · All Curb Boxes telescope one foot. Lengths shown are at maximum extension: Example: A S' Curb Box can be used at depths ranging from 4' to S'. 4 A. Y. MCDONALD MFG. CO. . P,O. BOX 508. DUBUQUE. IA 52004-0508' 319-583-7311. TOll FREE 800-292-2737. FAX 800-832-9296 - . - .. ~ · :L:"~; i1.~T~' U..:.~ '~';'.=~li.~' :. TYPE K 1,. TYPE.': .:......-1 . TY.PE..M..._ ':;l. rfJ:':-p~. i W4Ll WTIFT. . ._~ALL... WTIFT. _ !.. W4Ll ; w:rf!T.:, ~~~: .~~F!~ .035 .145 I .030 .126 I -. ~ ',; :.....\'....... .....:../!.'. ._' I .049 .269 .035 .198 : .025' .145:"_:.>L'~ . 1/2 . .049 .344 . ,040 .285 .028. .204 i . . -:-5/8--'--:04'9' . ~418---rtf4:f;-- :362'-~ : -' --I ~~3/4 ! .065 .641 ; .045 .455 ! .032 ~ ,328 . - . . 1 _ .06? ___..:8}~__j.-:!!~~~~~.___; .035 .465 .. 1 1/4 .065 1.040 I .055 .884 ; .042; .682 :', 1 1/2 .072 1.360 I .060: 1.140 ! .049! .940 2 .0~~~~~.~!Q_~.~~~~-l~?~.460 21/2 .095 2.930 ! .080 2.480 .065 : 2.030 I' : 3 .109 4.000 .090 . 3.330 .072 , 2.680 31/2 ,100 4.290 I 4 -~ '.134 '6.510" .11'0""5.386"'--':095' 4.660 5 j .125 7.610 : 6 ! .140 10.200 i ~.~. ~i:.:r-;~:.rr-;-' <-.~~::r,~;;~"':T"i~~";:'T:. ,'.', . ;1.., . ~-.;,,::;! 'L.,' ".',,<.:;l~.V,'.:..:.:":~ :p. _ ,. ~.....,._':t,\nht.~... . __ REFRIGERATION COILS -.- -_..- . -.-- .._- . :.......;.:<;}. -. '..;'.'-tj. '~\:~.J t4i....,. I ;t("..;'" H,' .~~ ..?~. 7 i';~ . SIZE Actuili' Wall 0.0. In In Inches Inches 1/8 3/16 1/4 -5/16 . 318 .~. 1/2 7sie , : . .' 3/4 .]18 1 1/8 1 3/8 1 5/8 21/8 25/8 31/8 41/8 .030 :030 .030 .032 .032 .032 .035 .035 .045 .050 .055 .060 .030 . .126 25 .035 ; .198 25 .040 .285 25 .042 .362. 10 .045 .455 10 .050 . .655 5 .055 .884 5 .060 1.14 5 .070 1.75 3 '.080 2.48 1 .090 3.33 1 . I .110 5.38 1 ~l: ~.?):11:Iimri1~'~Yf;:H~:~ J~~I,j'~l-t;';(aA~_ ~ - to _-:-:i -.n . d"'~ -. I. :o~~ _._._:076 25 Pounds Per 50Ft. '. Coil 1.74 2,88 4.02 5.45 6.70 9.10 12.55 15.25 22.75 32.75 44.20 57.00 1/4 :t. ; '. ~ ...,::. '~:'I ~:,'_:::".!' ~. ... so' ....Colls. Per Muster Curton 10 10 10 10 10 1 1 1 1 1 1 1 Coils...... Pounds Per Per Pallet 100 Fl Call 240 240 240 120 i 120 I 100 I .1 50 I I 50 i 50 I 25 25 10 8.04 13.40 18.20 25.10 30.50 45.50 PIECES PER BUNDLE 25 25 25 10 10 I 5 .650 1'----5 .809 i 5 1.070 I 3 ! 1 .045 1.690: 1 : 1 .058 2.876';" "'-'1'_u--:- 1 1 ,~t.~!~~~ ff?ttJ~' .040 .042 .042 100' Coils Per Master Carton Coils Per Pallet 10 180 5 5 5 1 1 60 60 35 25 25 100 50 8 501<'25.. 35 . 20' 30 10 10 8 t~f "(J:? ~~~,' g~~' ~~. 4J.~; ~,. l<:" "'. :~,.~~ ~;.,;. :(. ,\ ,.'F' '{~"-S ~ ~' .. ..~.' !. !-;t~ .:;:~ .fJ~k j', ".' . I :" "~::. . f; :.'.";;,; ~ ~:~~"'f,. ft ~.~' ::.~t;_~.' t;~~f;.>C[~~ !., ...~~ ;...~~ ,;.1\, ~..:~r~;~.~ ; . ~: .~.~ ~ _ _ . _ ...~~~. TUBE . SEAMLESS. HARD TEMPER Willl--:-Pounds . Pieces In Per Per Inches Ft. Bundle j."'~ ':.! .. ;:'~ Corporate Office Phone.-91O:272.1966 Toll Free~'a~.0252 Fax'~ ~1~lO-1809 . ...... Customer'serViCe Orders Phon.::i 800-222-3506 Fax" aoo-n4.2889 $1. ~ ~: :'. Ij~nc{)r. Inc. Drainage Handbook Specifications . 1-4 HANCOR SURE-LOK@ F417 PIPE SPECIFICATIONS ~~~~~ecification describes 4-to 60-inch (100 to 1500 mm) Hancor Sure-Lok F477 pipe for use in non pressure drainage applications. Pipe Requirements Sure-Lok F477 pipe shall have a smooth interior and annular exterior corrugations. . 4-to 10-inch shall meet AASHTO M252, Type S. . 12-to 48-inch (300 to 1200 mm) shall meet AASHTO M294-97, Type S. . 54. and 60-inch (1350 and 1500 mm) shall meet AASHTO MP7.97. . Manning's "n" value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lok (bell-and-spigot) joint meeting AASHTO M252, AASHTO M294-97 or MP7 -97. The joint shall be silt light and non-rated watertight. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM 01149 after 72 hour exposure in 50 PPHM ozone at 1040 Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Material Properties Pipe and fitting material shall be high density polyethylene meeting ASTM 03350 minimum cell classification 324420C for 4- through 10-inch diameters or 335420C for 12" through 60. diameters. Installation Installation shall be in accordance with ASTM 02321 with the exception that minimum cover in trafficked areas shall be one foot (0.3 m). Pipe Dimensions ~-------~ @ Hancor, Inc., August, 1998 " Hancor. Inc. Drainage Handbook Specifications .. 1-5 SURE-LOK@ F477 PIPE JOINING SYSTEM . Diagram 2 (Joint configuration & availability subject to change without nolke.) rASTM F477 ~LAR PITCH ,p J ~ .". . - , II r ..........r-- ./ "'- GASKET E O. D. IPE O. D.. 4' - 10' (100-2501'11'1) 12'-18' (300-4501'11'1) ~ ~ T'W1 Jf""W\ --I'- ,,/ 24'-36' (600-7501'11'1) 42'-60' <900-15001'11'1) @ Hancor, Inc., August, 1998