Loading...
2000-07-26 Elk River Concrete Products ~ .. @ 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: KRAMER EXC., RANDY Project: ALBERTVILLE MN. KO LL VILLE EST A TES ST. & UTILITY IMPROVEMENTS Job Coordinator: SHAKOPEE Job Location: ALBERTVILLE, MN. Engineer: QUALITY SITE DESIGN, LLC Sales Rep: C J ROSELAND Phone: 320/764-6871 R/S: 010377 Letting Date: State Stamp: NO Starting Da te: 07/26/00 Release/Fab Date: 07/21/00 SHORT SECTION REQUIRED UNDER TOP SECTION 0\[ vJ(~~$ A-s Nb7f.~ C6 lS"", l~ ,11, 2..0 f 2-4 ( 202/,P ~b~ 1/Uc/co ~l) S~~ D~ -R!VERTON MITCHELL ...,."" . HElENA MOOKEN- B1LUNGS. ~CfIY THE CRETEX COMPANIES INC. CONCRETE PIPE MANUFACTURING LOCATIONS u I- W -I- I- :J o '" ~ u o .. ~. <[ '::E: l:J Z. ...... ::.:: a::: <( a.. 'V'- W 0) Z l- i:! (/) /--.....\{ f'.. M I Q? I- ~ - '<:t 0 \0 ~ Z "- 'I >- '- <1: 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: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12 Manhole Id:MH1 Top of Costing: 61.50'" Invert Elev: 46.60'" Wall/lnv Adi 0.00 _ Total Height: 14.90 U Cost & Ring Adi 1.13 fj MH Height: 13.77 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 BBL 1.0 S P2 ~ 48 BBL 5.0 S P2 0:: 48x3.8 S P2 ~ /' ~ o z <: 0:: l.'- l.'- C0 o ..-l o U) "- 0:: Plant: 12 Manhole Id:MH2 Top of Costing: 61.79-- Invert Elev: 47.02"" ,Wall/lnv Adi 0.00 _ Totol Height: 14.77 ~ Cost & Ring Adi 1.13 tx:I MH Heigh t: 13. 64 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 BBL 1.0 S P2 ~ 48 BBL 5.0 S P2 0:: 48x3.6 S P2 ~ / ~ o z <: 0:: /Q) 12in pve PSX 16M l.'- l.'- C0 o ..-l o U) "- 0:: Date: 07/21/00 Takeoff By: JS Page: 1 SANITARY Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Location: 64TH WAY Station: 1 + 79 CD PSX 16M Location: 64TH WAY Station: 3+45 rCD 12in pve PSX 16M S 180' 75in Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 46.60'" 0.00 (2) 12in 46.65/0.05 (2) ADJUSTING RINGS PSX 126M 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD, W/INV, STD Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up ." 47.02 0.00 " 47.07 0.05 47.07.....0.05 CD 12in (2) 8in Q) 12in /' (2) 8in pve PSX 118 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD, W/INV, STD 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: 07/21/00 Takeoff By: JS R/S: 010377 Customer: KRAMER EXC., RANDY Page: 2 SANITARY Project ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Remarks: Plant: 12 Manhole Id:MH3 Top of Costing: 63.83/" Invert Elev: 47.95/ Wall/lnv Adi 0.00 _ Total Height: 15.88 ~ Cost & Ring Ad i 1.13 tx:I MH Height: 14.75 0:: CONE: 48x4.0 27 ECC S P2 ~ 48 BBL 1.0 S P2 ~ 48 BBL 6.0 S P2 0:: 48x3.8 S P2 ~ / Location: 64TH WAY Station: 3+94 ~ o z <: 0:: CD PSX 16M l.'- l.'- crJ o ..-l o S 12in PYC U) "- 0:: Plant: 12 Manhole Id:MH4 Top of Costing: 64.48 ....- Invert Elev: 48.88....... 'WolI/lnv Adi 0.00 _ Total Height: 15.60 ~ Cost & Ring Adi 1.13 tx:I MH Height: 14.47 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 BBL 1.0 S P2 ~ 48 BBL 6.0 S P2 0:: 48x3. 4 S P2 ~ / Location: 64TH WAY Station: 0+01 ~ o z <: 0:: CD PSX 16M 12in PYC l.'- l.'- C0 o ..-l o U) "- 0:: Drop Manhole Bottom Holes None Pipe S"lZe Inv. Elev. Up Inv. Elev. Up CD 12in 47.95/0.00 (2) 12in 48.00"'" 0.05 ADJUSTINC RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD, W/INV, SID Drop Manhole Bottom Holes None Pipe S"lZe Inv. Elev. Up Inv. Elev. Up CD 12in 48.88 .......-0.00 (2) 12in 48.93 --0.05 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD, W/INV, SID @ 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: 07/21/00 . Takeoff By: JS Page: 3 SANITARY R/S: 010377 Customer: KRAMER EXC., RANDY Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Remarks: Plant: 12 Manhole Id:MH5 Top of Costing: 64.12....... Invert Elev: 49.52 -- Wall/lnv Adi 0.00 _ Totol Height: 14.60 o Cost & Ring Ad i 1.13 fj MH Height: 13.47 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 BBL 1.0 S P2 ~ 48 BBL 5.0 S P2 0:: 48x3.4 S P2 ~ / Location: 64TH ST NE Station: 4+ 79 /CD 12in pve PSX 16M ~ Cl :z <: 0:: l.'- l:'- C0 o ..-l o U) "- 0:: Plant: 12 Manhole Id: MH6 Top of Costing: 63.74"'-- Invert Elev: 49.92.......- 'Wall/lnv Adi 0.00 _ Total Height: 13.82 o Cost & Ring Adi 1.13 fj MH Height: 12.69 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 BBL 1.0 S P2 ~ 48 BBL 4.0 S P2 0:: 48x3.6 S P2 ~ / Location: 64TH ST NE Station: 6+33 ~ o z < 0:: CD PSX 16M s 12in PVC l.'- l.'- CO') o ..-l o (2) PSX 16M U) "- 0:: Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 49.52/0.00 (2) 8in 49.571' 0.05 Q) 12in 49.57 -0.05 ADJUSTING RINGS 27x2in: 2 Others / (2) STEPS: PLASTIC O. 8in pve PSX 11-08 BASE: MONO RD, W/INV, STD Drop Monhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up '" 49.92 0.00 ..... 49.97 0.05 CD 12in (2) 12in ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD, W/INV, STD 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: 07/21/00 Takeoff By: JS R/S: 010377 Customer: KRAMER EXC., RANDY Page: 4 SANITARY Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Remarks: Plant: 12 Manhole Id:MH7 Top of Costing: 66.47- Invert Elev: 55.00'- Wall/lnv Adi 0.00 _ Total Height: 11.47 U Cost & Ring Ad i 1.13 ~ MH Height: 10.34 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 BBL 1.0 S P2 ::E < 4~BL 2.0 S P2 0:: 48x3.4 S P2 ~ Locotion: SAN LINE B Station: 2+40 ~ o z <: 0:: CD PSX 11-08 S 8in PVC l.'- l.'- C0 o ..-l o (2) PSX 11-08 U) "- 0:: Plant: 12 Manhole Id:MH8 Top of Costing: 62.27.....- Invert Elev: 50.7Y..' ,Wall/lnv Adi 0.00 _ Total Height: 11.54 ~ Cost & Ring AdF 1.13 tx:I MH Heigh t: 10.41 0:: CONE: 48x4.0 27 ECC S P2 tx:I 4~BL 1.0 S P2 ~ 48 BBL 2.0 S P2 0:: 48x3. 4 S P2 ~ Location: 64TH WAY Station: 8+87 >-- o z <: 0:: CD PSX 11-08 8in PVC l.'- l.'- C'J o ..-l o U) "- 0:: Drop Monhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 8in 55.00'" 0.00 (2) 8in 55.05' 0.05 ADJUSTING RINGS 27x2in: 2 others STEPS: PLASTIC O. BASE: MONO RD, W/INV, STD Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 8in 50.73'0.00 (2) 8in 50.78....... 0.05 ADJUSTING RINGS 27x2in: 2 others STEPS: PLASTIC O. BASE: MONO RD, W/INV, STD @ 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: 07/21/00 Takeoff By: JS R/S: 010377 Customer: KRAMER EXC., RANDY Page: 5 SANITARY Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Remarks: Plant: 12 Manhole Id: MH9 Top of Costing: 62.85""'" Invert Elev: 51.22/ Wall/lnv Adi 0.00 _ Total Height: 11.63 U Cost & Ring Adi 1.13 fj MH Height: 10.50 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 ~L 3.0 S P2 ~ 4~3.4 S P2 0:: ~ Location: 64TH WAY Station: 10+00 ~ o z <: 0:: CD PSX 11-08 l.'- r- C0 o ..-l o U) "- 0:: Plant: 12 Manhole Id:MH10 Top of Costing: 62.87"""'- Invert Elev: 51.84.......... cWall/lnv Adi 0.00 _ Total Height: 11.03 o Cost & Ring Adi 1.13 fj MH Height: 9.90 0:: CONE: 48x4.0 27 ECC S P2 tx:I 48 BBL 1.0 S P2 ::E <: 48)1BL 1.0 S P2 0:: 4~x3.8 S P2 ~ Location: 64TH WAY Station: 11 +43 ~ o z <: 0:: CD PSX 11-08 Q) PSX 11-08 l.'- l.'- C0 o ..-l o U) "- 0:: Drop Monhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 8in 51.2Z 0.00 ./ (2) 8in 51.27 0.05 ADJUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD, W/INV, S10 Drop Manhole Bottom Holes None Pipe S"lZe Inv. Elev. Up Inv. Elev. Up CD 8in 51.84 0.00 (2) 8in 51.89..... 0.05 (3) 8in 51.89-- 0.05 (2) P5X 11-~JUSTING RINGS 27x2in: 2 Others STEPS: PLASTIC O. BASE: MONO RD, W/INV, 510 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 Da te: 07/21/00 Takeoff By: JS R/S: 010377 Customer: KRAMER EXC., RANDY Page: 6 STORM Project: ALBERTVILLE MN. KO LL VILLE EST A TES ST. & UTILITY IMPROVEMENTS Remarks: Plant: 12 Catch Basin Id: CB 1 ~ Top of Costing: 63.00....... ~ Invert Elev: 59.20,....... ~ WolI/lnv Adi 0.00 _ Totol Height: 3.80 U Cost & Ring Adi 0.96 fj MH Height: 2.84 0:: COVER: 48 TYP 4020G 27 ECC tx:I ..,/' ~ 48x2.2 0:: ~ Location: 64TH ST NE l.'- l.'- C0 o ..-l o (2) U) "- 0:: Plant: 12/11 Catch Basin Id: CB 2 ~ Top of Costing: 63.10/ Z Invert Elev: 59.60""" ~,Wall/lnv Adi 0.00 _ Total Height: 3.50 U Cost & Ring Ad i 1. 04 fj MH Height: 2.46 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I / ~ 4&2.0 0:: ~ Location: 64TH ST NE Station: 6+ 18 CD 15in HDPE l.'- l'- C'J o ..-l o 210. 88in U) ~ 34ft 15in CL5 P4 C Drop Monhole Bottom Holes None Pipe Size Inv. Elev./:: Up Inv. Elev. Up CD 15in 59.20 ,......0.00 (2) 15in 59.20 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 15in 59.60..... 0.00 (2) 4in 60.40..... O. 80 Q) 15in 59.60--0.00 ADJUSTING RINGS 24x36x2in: 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 Date: 07/21/00 Takeoff By: JS R/S: 010377 Customer: KRAMER EXC., RANDY Page: 7 STO RM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Remarks: Plant: 12/11 Catch Basin Id: CB3 ~ Top of Costing: 63.20- o ......- Z Invert Elev: 59.70 ~ Wall/lnv Adi 0.25 _ Total Height: 3.75 U Cost & Ring Adi 1.04 rJ MH Height: 2.71 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I / ~ 48x2.2 0:: ~ Location: 64TH ST NE Station: 6+00 CD 15in Rep e l.'- l.'- C0 o ..-l o U) ~ 100ft 15in CL5 P4 C Plant: 12/11 Catch Basin Id: CB4 ~ Top of Costing: 63.70"""" Z Invert Elev: 60.00""" ~Wall/lnv Adi 0.25 _ Total Height: 3.95 U Cost & Ring Adi 1.04 :x: MH bYeight: 2.91 tx:I , 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I / ~ 48x2.4 0:: ~ Location: 64TH ST NE Station: 5+02 CD 15in Rep e l.'- l.'- C0 o ..-l o Q) 4in pve U) ~ 22ft 15in CL5 P4 C Drop Manhole Bottom Holes None Pipe Size lnv. Elev. Up Inv. Elev. Up CD 15in 59.7(( 0.00 (2) 15in 59.7~ 0.00 Q) 4in 60.50"" 0.80 ADJUSTING RINGS 24x36x2in: 2 Others (2) STEPS: NONE 15in Rep e BASE: UNI-SET Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up ....... CD 15in 60.00 0.00 (2) 15in 60.00/0.00 Q) 4in 61.00 1.00 ADJUSTING RINGS 24x36x2in: 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 R/S: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12/11 Catch Basin Id: CBS ~ Top of Costing: 63.30/, Z Invert Elev: 59.10/ I $vt^f ~ Wall/lnv Adi 0.00 _ Total Height: 4.20 U Cost & Ring Adi 1.04 fj MH Heigh t: 3.16 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I /' ~ 48x2.6 0:: ~ Date: 07/21/00 Takeoff By: JS Page: 8 STORM Project: ALBERTVILLE MN. KO LL VILLE EST A TES ST. & UTILITY IMPROVEMENTS Location: 64TH LANE Station: 0+35 Q) 4in pve l.'- l.'- C0 o ..-l o U) ~ 24ft 12in CL5 P4 C Plant: 12 Catch Basin Id: CB6 ~ Top of Costing: 63.30"""" Z Invert Elev: 60.20"""""'- ~'Wall/lnv Adi 0.23 _ Total Height: 3.33 U Cost & Ring Adi 0.83 &'3 MH Height: 2.50 0:: CO~/COVER: NONE . (iJ 24x36 BBL 2.5 ::E <: 0:: ~ CD 15in Rep e Locotion: 64TH LANE Station: 0+35 180. l.'- l.'- C0 o ..-l o U) -....-... 0:: CD 12in Rep e (2) 4in pve Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up ,.. 60.10 1.00 60.10/1.00 61.20-2.10 <D 15in (2) 12in Q) 4in ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 60.20""""0.00 .....- (2) 4in 61.20 1.00 ADJUSTING RINGS 27x2in: 1 Others STEPS: NONE BASE: BASE SLAB 4.5x3.5x6 @ 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: 07/21/00 Takeoff By: JS R/S: 010377 Customer: KRAMER EXC., RANDY Page: 9 STORM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Remarks: Plont: 12/11 Catch Basin Id:CB7 ~ Top of Costing: 63.10...... Z Invert Elev: 59.50 ..... ~ WolI/1nv Adi 0.00 _ Totol Height: 3.60 ~ Cost & Ring Adi 0.83 tx:I MH Height: 2.77 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I ......- ~ 48x2.2 0:: ~ Location: 64TH ST NE Station: 0+80 CD 15in HDPE Q) 4in pve l.'- l.'- C") o ..-l o U) ~ 40ft 12in CL5 P4 C Plant: 12/11 Catch Basin Id: CBS ~ Top of Costing: 63.00/p 1--1 I ' ~\JY'I Z Invert Elev: 58.70 ,.. ~<Wall/lnv Adi 0.00 _ Total Height: 4.30 ~ Cost & Ring Adi 1.04 CD tx:I MH Heigh t: 3. 26 12in Rep e 0:: COVER: 60x8 TYP 4020G 24x36 ECC tx:I / ~ 60x2.6 ~ ~ Location: 64TH ST NE Station: 0+80 CD 12in Rep e l.'- l.'- C0 o ..-l o U) 38ft 12in CL5 P4 C, TIE LAST 3 ONE END, 12 M - FE FT, SG TRASH GUARD ~ 96ft 12in CL5 P4 C Drop Monhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up / 59.50 0.00 ./ 59.50 0.00 60.40 0.90 CD 15in (2) 12in Q) 4in ADJUSTING RINGS 24x36x2in: 1 'Others STEPS: NONE BASE: UNI-SET Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Jnv. Elev. Up / CD 12in 59.70 1.00 / 59.70 1.00 60.30 1.60 ./ 59.70 1.00 (2) 12in Q) 4in CD 12in 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 R/S: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12/11 Catch Basin Id: CB9 ~ Top of Costing: 63.50"""" ~ Invert Elev: 60.00""""- ~ Wall/lnv Adi 0.23 _ Totol Height: 3.73 U Cost & Ring Adi 1.04 fj MH Height: 2.69 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I ~ 48x2.2 0:: / ~ Date: 07/21/00 Takeoff By: JS Page: 10 STO RM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Location: 64TH ST NE Station: 1 +67 l.'- l.'- C"J o ..-l o U) ~ 22ft 12in CL5 P4 C Plant: 12/11 Catch Basin Id: CB1 0 :::: Top of Costing: 63.10"""" (J I-l I' <;J{V\r Z Invert Elev: 59.10 ..... ~,Wall/lnv Adi 0.00 _ Total Height: 4.00 ~ Cost & Ring Adi 1.04 tx:I MH Height: 2.96 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I ~ 48x2.4 ga / CD 12in Rep e Drop Monhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 60.00/ 0.00 ./ 60.80 0.80 60.00'/0.00 (2) 4in Q) 12in ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET CD 12in Rep e Drop Monhole Bottom Holes None Pipe SIZe Inv. Elev. Up Inv. Elev. Up r 60.10 1.00 61.00.... 1.90 60.10-'1.00 Location: 64TH WAY Station: 0+35 l.'- l.'- C"J o ..-l o Q) 12in RCP e U) ~ 24ft 12in CL5 P4 C CD 12in (2) 4in Q) 12in 120' 50in ADJUSTING RINGS 24x36x2in: 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 Date: 07/21/00 Takeoff By: JS Page: 11 STORM R/S: 010377 Customer: KRAMER EXC., RANDY Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Remarks: Plant: 12 Catch Basin Id: CB11 ~ Top of Costing: 63.10""" Z Invert Elev: 60.20...-' ~ Wall/lnv Adi 0.23 _ Total Height: 3.13 ~ Cost & Ring Adi 0.63 tx:I MH Height: 2.50 0:: CONE/COVER: NONE tx:I 24x36 BBL 2.5 :E <: .......- 0:: ~ Location: 64TH WAY Station: 0+35 CD 12in Rep e Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev. ./ Up Inv. Elev. Up CD 12in 60.20 0.00 (2) 4in 61.0()' 0.80 180. ADJUSTING RINGS None I STEPS: NONE l.'- l.'- C0 o ..-l o (2) 4in pve BASE: BASE SLAB 4.5x3.5x6 U) "- 0:: Plant: 12/11 Catch Basin Id: CB 12 ~ Top of Costing: 61.40"'- Z Invert Elev: 58.20- ~'Wall/lnv Adi 0.23 _ Total Height: 3.43 ~ Cost & Ring Adi 0.83 tx:I MH Height: 2.60 0:: CONE/COVER: NONE tx:I 24x36 BBL 2.5 ~ ./ 0:: ~ Location: 64TH WAY Station: 8+05 CD 12in Rep e Drop Monhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up r CD 12in 58.20 0.00 /' 58.20 0.00 59.30- 1.10 (2) 12in Q) 4in 110. 170. Q) .......... ....... 4in pve ADJUSTING RINGS 24x36x2in: 1 Others l.'- l.'- C0 o ..-l o 80. , \(2) 12in Rep e STEPS: NONE BASE: BASE SLAB 4.5x3.5x6 U) 26ft 12in CL5 P4 C. TIE LAST 3 ONE END, 12 F - FE FT, SG TRASH GUARD ~ 24ft 12in CL5 P4 C 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: 010377 Customer: KRAMER EXC., RANDY Remarks: Date: 07/21/00 Takeoff By: JS Page: 12 STORM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Iny. Elev. Up CD 12in 58.30,.... 0.00 ...... (2) 4in 59.30 1.00 Location: 64TH WAY Station: 8+05 Plont: 12 Catch Basin Id: C813 ~ Top of Costing: 61.40"""'- Z Invert Elev: 58.30""" ~ Wall/lnv Adi 0.23 _ Total Height: 3.33 ~ Cost & Ring Adj 0.83 tx:I MH Height: 2.50 0:: CONE/COVER: NONE ;] 24x35 BBL 2.5 <: .......- 0:: ~ 180' l.'- l.'- t'J o ..-l o U) "- 0:: CD 12in RCP e (2) 4in pve ADJUSTING RINGS 24x36x2in: 1 Others STEPS: NONE BASE: BASE SLAB 4.5x3.5x6 Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Iny. Elev. Up CD 24in 58.30- 0.00 ....... (2) 21in 58.30 0.00 Q) 18in 58.30/0.00 Location: 54TH WAY Plont: 12 Catch Basin Id: C8 14 ~ Top of Costing: 62.5ee: z Invert Elev: 58.30 ~ J't'all/lnv Adi 0.25 _ T otol Height: 4.45 U Cost & Ring Ad i 0.96 fj MH Height: 3.49 0:: COVER: 60 TYP 4020G 27 ECC tx:I ~ 60x2.8 ~/ l.'- l.'- C0 o ..-l o /Q) 18in HOPE ~CD 24in RCP 150' 79in ~ ADJUSTING RINGS 21in Rep 27x2in: 2 Others STEPS: NONE BASE: UNI-SET U) 140ft 24in CL3 P4 B, TIE LAST 3 ONE END, 24 F - FE FT, SG TRASH GUARD ~ 72ft 21in CL3 P4 B 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: 010377 Customer: KRAMER EXC., RANDY Remarks: Date: 07/21/00 Takeoff By: JS Page: 13 STO RM Project: ALBERTVILLE MN. KO LL VILLE EST A TES ST. & UTILITY IMPROVEMENTS Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 18in 58.60 0.00 (2) 15in 58.60 0.00 "3 IS; ^ 58,to Locotion: 64TH WAY Plant: 12 Catch Basin Id: C815 ~ Top of Costing: 62.00""'- Z Invert [lev: 58.60- ~ Wall/lnv Adi 0.00 _ Total Height: 3.40 U Cost & Ring Adi 0.96 rJ MH Heigh t: 2.44 0:: COVER: 48 TYP 4020G 27 ECC tx:I ~ 48x2.0 S2 / CD 18in HDPE l.'- l.'- C0 o ..-l o U) , 0:: (f) -- tS'f ttD~2 ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: UNI-SET (2) 15in HDPE Drop Manhole Bottom Holes None I~e Size Inv. Elev. Up Inv. Elev. Up CD ~in 59. 0<f'1. 00 (2) 15in 59.00/\00 Location: 64TH WAY Plant: 12 Catch Basin Id:C816 ~ Top of Costing: 62.10""'" Z Invert Elev: 58.00"" l' svrl ~'WolI/lnv Adi 0.00 _ Total Height: 4.10 U Cost & Ring Adi 1.04 fj MH Heigh t: 3. 06 0:: COVER: 48 TYP 4022A 24x36 EeC t:il ~ 48x2.4 S2 / l~ CD ;gin HDPE l.'- l.'- C0 o ..-l o U) "- 0:: ADJUSTING RINGS 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET (2) 15in HDPE @ Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phohe: 763/545-7473 Fax: 763/545-8399 R/S: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12/11 Catch Basin Id:CB17 ~ Top of Costing: 62.40:= Z Invert Elev: 58.20 ~ Wall/lnv Adi 0.00 _ Total Height: 4.20 U Cost & Ring Adi 1.04 fj MH Height: 3.16 0:: COVER: 60x8 TYP 4020G 24x36 ECC Q) tx:I 12in Rep e ~ 60x2.4 S2 / Date: 07/21/00 Takeoff By: JS Page: 14 STORM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS CD 15in HOPE Drop Manhole Bottom Holes None Pipe Size Inv. Elev. /' Up Inv. Elev. Up CD 15in 59.20 1. 00 ./ 59.20 1.00 59.20 1.00 sG.z. Location: 64TH WAY l.'- l'- C0 o ..-l o U) ~ 100ft 12in CL5 P4 C Plant: 12/11 Catch Basin Id: CB 18 ~ Top of Costing: 63.30"""" Z Invert Elev: 59.60- ~'Wall/lnv AdF 0.23 _ Total Height: 3.93 U Cost & Ring Adi 1.25 fj MH Height: 2.68 0:: CONE/COVER: NONE ~ 2~ BBL 2.5 <: 0:: ~ (2) 12in Q2 12in @ I'Z.;~ ~ ro~ ~ . . 0 ADJUSTING RINGS I z. fLU 24x36x2in: 2 Others STEPS: NONE BASE: UNI-SET (2) 12in HOPE Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up r 59.60 0.00 61.20.......1.60 59.60....... 0.00 Location: 64TH WAY Station: 4+ 25 CD r (2) 12in Rep e 4in pve 50. 180. 130. ,,/ Q) 12in Rep e l.'- l.'- C0 o ..-l o U) ~ 24ft 12in CL5 P4 C CD 12in (2) 4in (3) 12in ADJUSTING RINGS 24x36x2in: 3 Others STEPS: NONE BASE: BASE SLAB 4.5x3.5x6 o Elk River Concrete Products 6550 Wedgwood Road P. O. Box 1660 Maple Grove MN 55311-6660 Phone: 763/545-7473 Fax: 763/545-8399 RjS: 010377 Customer: KRAMER EXC., RANDY Remarks: Date: 07/21/00 Takeoff By: JS Page: 15 STORM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Location: 64TH WAY Station: 4+ 25 Plant: 12 Catch Basin Id: C819 ~ Top of Costing: 63.30/ Z Invert Elev: 59.70...... ~ Wall/lnv Adi 0.23 _ Totol Height: 3.83 U Cost & Ring Adi 1.25 fj MH Height: 2.58 0:: CONE/COVER: NONE tx:I 24x36 BBL 2.5 ::g ~ /' ~ 180. l.'- l.'- C0 o ..-l o U) "- 0:: CD 12in Rep e (2) 4in pve ...... Location: 64TH WAY Plant: 12 Catch Basin Id:C820 ~ Top of Costing: 62.30"""""- Z Invert Elev: ~91.1 ~,"Wall/lnv Adi 0.00 _ Total Height: 3.60 ~ Cost & Ring Adi 0.96 tx:I MH Height: 2.64. &5 COVER: 66 T~ ~ 2KCC ::g /" <: 6MO 0:: ('" It ~ z,1 l.'- l.'- C0 o ..-l o U) "- 0:: 12in HDPE Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 59.70...... 0.00 (2) 4in 61.20.....1.50 ADJUSTING RINGS 24x36x2in: 3 Others STEPS: NONE BASE: BASE SLAB 4.5x3.5x6 Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 59.70...... 1.00 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 R/S: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12 Catch Basin Id: CB21 ~ Top of Costing: 62.20........ Z Invert Elev: 58.50-- ~ Wall/lnv Adi 0.23 _ Total Height: 3.93 ~ Cost & Ring Adi 0.83 tx:I MH Heigh t: 3.10 0:: COVER: 48 TYP 4022A 24x36 ECC ~ ~ 48x2.6 f2 /' Date: 07/21/00 Takeoff By: JS Page: 16 STORM Project: ALBERTVILLE MN. KO LL VILLE EST A TES ST. & UTILITY IMPROVEMENTS Location: 64TH WAY Station: 10+55 ,/ CD 21 in Rep ~ Q) 4in pve l.'- l.'- C0 o ..-l o U) "- 0:: Plant: 12 Catch Basin Id:CB22 ~ Top of Costing: 62.20.......... Z Invert Elev: 58.70"""" ~..Wall/lnv Adi 0.00 _ Totol Height: 3.50 ~ Cost & Ring Adi 0.83 tx:I MH Height: 2.67 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I ~ 48x2.2 f2 / Drop Manhole Bottom Holes None Pipe SIZe Inv. Elev'r Up Inv. Elev. Up CD 21in 58.50 0.00 ..... (2) 18in 58.50 0.00 Q) 4in 60.10.....1.60 ADJUSTING RINGS 24x36x2in: 1 Others STEPS: NONE BASE: UNI-SET Location: 64TH WAY Station: 11 + 10 CD 18in HDPS--- Q) 4in pve l.'- l.'- ~ o ..-l o U) "- 0:: Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up -- 58.70 0.00 58.7eY 0.00 60.10/1.40 CD 18in (2) 18in Q) 4in 160' 67in ADJUSTING RINGS 24x36x2in: 1 Others 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: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12 Catch Basin Id: CB23 ~ Top of Costing: 62.20 - Z Invert Elev: 58.80"""- ~ WolI/lnv Adi 0.00 _ Total Height: 3.40 U Cost & Ring Adi 0.83 fj MH Height: 2.57 0:: COVER: 48 TYP 4022A 24x36 ECC tx:I ~ 48x2.0 ~/ l.'- l.'- C0 o ..-l o U) "- 0:: Plant: 12 Catch Basin Id:CB24 ~ Top of Costing: 61.80""""'- ~ Invert Elev: 58.30 /" ~ ,Wall/lnv Adi 0.00 _ Total Height: 3.50 U Cost & Ring Adi 0.96 fj MH Height: 2.54 0:: CONE/COVER: NONE tx:I ::E <: 0:: ~ 7~-1 /Jf6 ~ l.'- l.'- ("') o ..-l o U) "- 0:: Date: 07/21/00 Takeoff By: JS Page: 17 STO RM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Location: 64TH WAY Station: 11+10 /CD 18in HOPE Location: STORM LINE A CD 15in HOPE CD 12in HOPE Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 18in 58.80/0.00 / (2) 4in 60.10 1.30 Q) 18in 58.80 ....-iJ. 00 ADJUSTING RINGS 24x36x2in: 1 Others STEPS: NONE BASE: UNI-SET Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 15in 58.30- 0.00 (2) 12in 58.30 ./ O. 00 ADJUSTING RINGS 27x2in: 2 Others STEPS: NONE BASE: BASE SLAB 40x5 @ 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: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12 Catch Basin Id:CB25 ~ Top of Costing: 61.80""" Z Invert Elev: 58.60/ ~ Wall/lnv Adi 0.00 _ Total Height: 3.20 ~ Cost & Ring Adi 0.75 tx:I MH Height: 2.45 ~ CONE/COVER: NONE tx:I :::a <: 0:: ~ l.'- l'- C0 o ..-l o U) "- 0:: Plant: 12 Catch Basin Id:CB26 ~ Top of Costing: 61.80""'- Z Invert Elev: 58.90/ ~,~Wall/lnv Adi 0.00 _ Total Height: 2.90 U Cost & Ring Adi 0.54 fj MH Height: 2.36 0:: CONE/COVER: NONE tx:I :::a <: 0:: ~ l.'- l.'- C0 o ..-l o U) "- 0:: Date: 07/21/00 Takeoff By: JS Page: 18 STORM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Location: STORM LINE A t1 4~q (2) Location: STORM LINE A ~llr c~ 63in (2) Drop Monhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 58.60/0.00 (2) 12in 58.6<Y 0.00 ADJUSTING RINGS 27x2in: 1 Others STEPS: NONE BASE: BASE SLAB 40x5 Bottom Holes Pipe Size Inv. Elev. CD 12in 58.90 (2) 12in 58.90 Drop Manhole None Up lnv. Elev. Up 0.00 0.00 ADJUSTING RINGS None STEPS: NONE BASE: BASE SLAB 4Qx5 @ 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: 010377 Customer: KRAMER EXC., RANDY Remarks: Plant: 12 Catch Basin Id: C827 ~ Top of Costing: 61.80""""- Z Invert Elev: 59.20""" ~ Wall/lnv Adi 0.00 _ Total Height: 2.60 U Cost & Ring Adi 0.54 fj MH Height: 2.06 0:: CONE/COVER: NONE tx:I 27 BBL 2.5 ::2 < ~ ~ l.'- l.'- (I'j o ...... o U) "- 0:: Date: 07/21/00 Takeoff By: JS Page: 19 STO RM Project: ALBERTVILLE MN. KOLLVILLE ESTATES ST. & UTILITY IMPROVEMENTS Location: STORM LINE A Drop Manhole Bottom Holes None Pipe Size Inv. Elev. Up Inv. Elev. Up CD 12in 59.20 0.00 12in HDPE BASE SLAB 40x5 ADJUSTING RINGS None STEPS: NONE BASE: '. ""0 0,,'\ lINOED \: PROJECT ELK RIVER CONCRETE PRODUCTS · 6550 WEDGWOOD ROAD · P.O. BOX 1660 · MAPLE GROVE, MN 55311-6660 (612) 545.PIPE · WATS--800-557.PIPE · FAX (612) 545.8399 ~ ~ '-h .'! f~ I~~ ~V\ ~I^ 1'-\ "Icpr ~ I i..- (\ '\_ 1- '. .---1 '-\ ~ ,CJ0 , .....l , i I I l _! - i- _ ,~~ ~;~-......\ , '"\ : \1\ \S\ ! , -! k I ~ it; I~t~~! , ! It. ! ~i : Ii: I : ,+-n-! , I , I , I ! , I, I + I ~ i~ :~ I~ ! ;: I' ~I I tv I ~ I I : ,- i I ,- I~ I : () if" MI \-9I!'l ! , : , (\l\ i v-J :'-1\1 IW:~ i~ ' -c--' 1,._" ., :.:.n I <::0 ,-,> I i ! : i ! I 1-,; .1 C) I c" : '::, ,C'::. : '0 "-,' .-:; I.:..; : -;.~ !~ () , ~_ i Vj :-D !\.~ Ii. ! I o i~ ;-=-.~ !~ l , I"'" i <::) it-! .....} I ~ I~ i~!""p ,'--...), +1 i ! : I .ii~.!! :~! :-\ . I ! i ' I , , .! I ::- i <:::> iN ! ~ i~ ! :~!~~ :~i-1 '-...1.1 t ! ! I ! I ~I' ~ :~ I~ ~ i I ':: :< . "! ~ .,\ , f~ :;;t .:\0\ ~ I~ ! ~ l~ !~, I I ' . I I~ b Ie I~ I ,\1\ ! : , I ! (.w iN! i 0 i (J i , : i I : i ~ !~-'-~i-" ! i i ~ 1 i~ ! ! ! ir-a IN ,., 1,- ~' , 1,-.. ' iN i: \ J '.A j' : \. ! I l\'l I Gl iN ~ ! ~ 1\ !~ II. l I i _~ I . , , , i l;'-' i~ ,~~ ! 1" : ~ i '-'1 ~ , I i ~..) I~ :-\\<1 I o : \-J () I " I !; i :~ ! ~ ! s> -?- I ie:-. ; 0 : 0 0 i ; I i 1 ~_._'- 1 .: i I I ,~L /; ; I'" , I I " I _ " , ,\,!-P ~ "-'" ! (:, i ,\ v" ,\ I : I ; I V>.J!vvl'-'N ov I '-''' ; -->) :f>- , '\"'\1 \r\ ! ~ ~~ i , , b :~ ;w !I'\I ~ :~ '- :~ :~ I~ .\J-J i I ! , I , !:j :\:J :~ :~ , '0 : :J " I. t" --.; f"~l r 1",) , i.~-..' Iv~ f'.l '\,,, ~' :4:> cc I~ ! , ; , ! :~ ~ , !? , i:-- 'e:> i~ , I' i~ ::.0 .s- Iv-! .....l;) :~ !V\ :~ :+.:\5\ ~ , : , I : , ! : ~~f-' :-- t:- : ';'"" :~ . ~ I . I 1_ :_ ;~ :~ ~ l ':. -c ~- .... z:. r H J-- r\ , 1 ~-J----..' .~-~_. -- ..,.~ I . I . I i: : ;~ ~i~I~: ! " . .-....1-., "'l" !~. 1 !""T'- i ; i ~ ; ! !! , i - i ' 1-: V'\ i~l~ , , l I ~ i ! j- , ; ; I ~;~ -C \G 1= I l ! ! I. \. i I~ -.\ C\) -0 ia I 1 ~ - ~ 1- 1_ ~ ,,/,\ \'l \::-.J 1'---:' ; ,\ "\:"'\' 1 ! . I~ : I I G :~ .0\ \~ ~ : i I I i I ~v.l/-it' I ': I ~,_J~ ; I : ! ! I' l~~ ~ ~ i'-~ .;..) : ~~k:~~: I\.\ 1-1:, ,,'\ I~ w !:'-l !~ ~ I 0 \}J ! \f\ \4:):~ , Ii! ! : . I . : ~ ,! ('. I~ I\:) , i. . I .J I :. : k'- - ,C) k'l ,1.'\ , : \N u:.,: -f- i v : <.1'> . I! i j l i I :_ ! ! I . :, -I'. i' 1.(::> I , V\ -=- ....c l~ . i Vol N i~ ,\1'\ I I j;;~ ~ i i ii' I i I i .1 I .-f.________.. :~r.-,I :......., i i I I i .,' j I :N 'N :- ~ 1:- .... i~ :~I~ ~. H"--'I' : : , ; ! i i t I ! f I~itt' I~I 1 ~. I - I I -; , I I -, I i , ....-- i I I ! i ! .. DATE .. J ~ k~ .t>- ~I\ ,~ i I , ~-~,""J~~...l I b\ ~ - I r-' I~ 'I ~ ~ ~ ~ I~",^ (' I I I i \ ~ ~ 1-; ~ I~ l'b ~~ I ! 1-- I! ~ 1_ I 1~ rg ~Yl Iii ! ! 1"\ ~j i~ i !; I~'" i 1 ! ! I I~ > ~ .\ i . , L ' w I~ !~ !:+" 1\" i~ ~ I, I\"~ i," I r\~ t Iii' i i ~ I . i i I i -\>. i Vl ,'-" \.'-.l I 11 i~!~ II.,) I-\-!~ ! i\N !~ .-\ ~ ICF> I'" p ~ ~ I~ N!-.}) i~ ~ \,.1>- ~ 00;0 i \~ it-! , \ I I i 1'0- 1'0 ! e> 10 1':- I.c:> ~ ~I-I.~ I~ l~ ~ I~ ~ ~ : i ! i i ~~~~~I~'r~ I i I~r"-! /-1. i~ k-- I I i I ! I . I. i! l~1 ~ ~ V\l ~ l- IS'l~-I+ ~'I\r\ r fQ) ~--~I~ ~a~~ i \ ::: H pl }. - p , i ! 'l;;"" .. J_ ~._ .... ....,._......___ A ~~ . .- I '~, !~ ~ .". . Q "'0 0,....'\ UNOED \: PROJECT ELK RIVER CONCRETE PRODUCTS · 6550 WEDGWOOD ROAD · P.O. BOX 1660 · MAPLE GROVE, MN 55311.6660 (612) 545.PIPE · WATS--800.557-PIPE · FAX (612) 545.8399 ::t> vo tc1 CH l~ I .0 i 'i r.\ i a> I I rI\ ~ I., ~ I~!J a;: I c;::) I !:t> h I" I~ 1-0 I~ ..1 I~ ! '. i~ i i'^ i ~ I I -I,. - U\I :> l I D- ' ,,~ 1,- 0\ \~ -, I I ,< 1':-:- I s::-;, l -\ .'-l:' \~ OJ I \" 1''> J I -. r ~ I~ ~ Ib I~ IZ~' "1\1 IC:> i \ I ' I I I 'I I I. l+rtl~ ~' I i I I I~ " . Ii! I 10\ !'~i~ \~ l~ r\~ ! \ i. \ ~ I' j : [..t>.. N 1- h, ! ~ ....l ~ 10 ~ I'? I~ I...J:) to 1 c: I V\l~! I ~ II\., !..\ ; "- Iv..) i... , ~ v t'J"I I ~ f _ ;.....,..., ;-..1 ::..0 :~ \' ~:~ L.J ! i i n I. 10 I ! ! : '-.' ~ I ~ \..) \0 ~ l'~ i ~ I~\ ;\;.; ~ ~ !~ Ie 10 ll'~ 1\'1 p i !.~ i~ I~ ~ I~ C\\ !\l\ i Ql Yl!. .t\N. }- : I I I I ! ; I 10 ~I'!I~ P i ! I I! _ i .;~!~ l~ '~ :~ ! --- .~ ;~ li~ ~ i~ I~! f:-1!~ I~ ll~ Y"I '!";~ !:':"!~"~<\\1~:\I\ :"'J1\'''' 1\1\ 11'~I\JIli"lti-tf.::.t) r!:.:DI"" r~ ~Q> ., ! !, i , I I I, I 1\ !- '1- l~ 1- '1- ~ ~ +\~.~~l ::l~ ~~~ I ;! I I i I r ~ .. .L .. .....~ ---\....il ~ ~ ~ . .' S~. ~ , " ~ ;~::\ W- I' c. .~ ! I. ~I I I 1"\ I l~ I I : I ~: I I I , , I I i 1<--1 I i i , , . ' i~1 , i ! :+ ! :0\ ! , ' j~i I ' '..,..... ; '... , r. i i , '--... ~ ,. I i-J : 1- :~ I~ ,~ I i 1- i~ J. i~ I I~ ~ ! ~ ~ I N ';;5 I~ i ~M i I I ! I ::;p ~ I \-) I C7 · .'\\'. ! i . ! ! . i ~'V> \1\ \\ I s:J' :r:. , I ~~~ 1\)-: \~ ~ I-D- ~ : ~ ~ I\~ I,::~;,;~ I ,'- \ 1-\ : I 1'-"; .: I I !! _ 1_ _ 1- '\- i- I~ ;C, : N ! ~ N ! \'J 10 "'1 v.J I'''~ v-l :,->-l :. \I, v ,C:>: 0 ~ [\1\ . Q <:::> . "\ ,'-'l : "\ ''-'' I , I '. I \ I " I ~! : ! \ i ' i i \+ ,~ \~ I~ :D \.~ '\' "" i i ~ I I ---r' '1---.(1 ~ . I i~; j i ---r' ---- I ; ; --+-+--. ___: I 1 1 I ! _ i \ ; I :~i ; "'j'. -....:- -1._ ~ i ! ! r-- ~.- I ! ;'. I , , ; 1 ",: i~!~ \N ;~ I~ ~ !+\r\ ~ \~:0\ 'J\ I i..J i~ i,:~ ~ 1m !~ \f\ I~ ~!~ i~) I ,;- ;oqal,,~,~ C ,QO 1..(>- v.l -'> ~1--P. i \S\ : ': i \l\ \r\ i 'l\ : 'j\ I . , t I fl' I ~ :~ ~ :~ I~ j~ l~ ~ I ~ 'I~ I.~ ~ '; I i 1\l\:~1 ivviO I ;' I -~ ' .,!,., . , I I ' ','.-" il . ~ 1'0 :"-".-' 'l~ ,-> ".; \) 1:-:' '.):. ...J .,.':~ ',t' J', \;'~ .:~ ;~ -:~ I, .' \' i.'.. :.~ ! -T - i ~I) ~..J I' ~~; ,.j i '- ,J t . . !' ; I Ii; , ., I! I :. t :-S:>;-o -I):9O ~ :~ i~;~ ~ l~ I~ I ~ I - : ~ '6' ~ ....J :'0 i..() I if, I ~ ~ I-D ,: ~ +! \J\iq, 0; 1.2 1::0 jQ> I i I [, i! I , I : I ! i : I i ~, ~i ~i I I I ~ 1_ ~ ~ \'J :~ I;::; I~ I~ j~ Ie-> - 1 ~I """ I ~ I : I I c ~ i C ! ~ I ~ . c.~ ~'",", ~:~ . "':~ ~ ..... :\}- t~ v;~ ~3> r l- r' "R. ( (612) 545-PIPE . WATS--800-557-PIPE · FAX (612) 545-8399 .1'0 OJ.....''- 0 ,c't... . II . GrNOED ... 4,f) .::> 1& c +.S- 08 ___I O,')~'.C Iqo ,,02- (0)';" t;;.t; ,.; PROJECT ), rM. 0 ':\-S- C- &'> <~ DATE 1"(..) . 7{;r:-'- .,"'- .r;}:J<;: ,. (p ..P" . _. __.___.m .. -.-.. ..._.. . -, . -- -. -~ -. - --...- ;\,teA- ~ C- 'Ie, :r ~ 1- " ~ -t::c. ,g 0,7.;" .~ ~ -,.g - . 0 2..- ...LL_ _ /l,~ .ll- J.:L --- --.---. ..----- -. - -115" .O~ 3-~ -- .,.'" ------ ----- ---- -- - d. _~,.~9 .<' <;;~ ,5 ,02- I 1..- 11 4.+ D.lo __ __..__.L-__ ---_. m I~ , () z.. .()O~ .; .__._- ------- ---_. ._- --., - --. ,---. u._n_ .. -..... --- -- w 0.73 t7- m~~tf.. " ,01:5 n n 4.4- P.IV? .. --------.----.--..---- - ---.-_.__...-. . ~ .c2. __ .u. ---- ...---- - -_....--- -------.-. .. ---_.-.--. ---. ~{ .14Lfr H.r"'~ '?N ... ;r.J PAlU.XrJu- Lo-r - ---- ----. ________.u. ..__u.n. .... . - .' . ..- ----. - ._.' .. -- -.--...-.. . . ..0- - .- ------ Zz" ~Ys'l .S- '5~ .'5 .0 z. \'2... I'" S- +'?~_. 0.'8 ------- ------- .......-.-- -_....-- . __..LL.. _ -.--.------ . Zl.to .02- ,()O~ u<~ - ---- -- "----- .- .- Z--? 0./'2- ,r;; {pO ,S- .oz.. 13 , it, .:;- 4.~ O,~ -.'---- u _____.._ ___._ --.. .' .. .. (pO .-. .Oz. .Oo~ ?> 2-1 . ()~2/P ,~ q~ .j) .9+- 1'2.. ,'Z- $~2- 0.3 Av4.. Sr...,t'J .. .. -.-- - .. . .. ----- -------- _______u ------.-------. ----.-- --.---" .-------- z..~ 0.2.<1 c2- q~ ."5 _Df I'Z. .j:}- S', z. ..2:.3. ,4..t. Sc,#": .. . _n ._ .. .----.-- zip o.z,S \2- '1"- '6 .* 12- \"2- 5:2- D,3 ;tvt- <;U(:! -'---"- -.- 2,1... 0,31 .2- 1'50 g .0 t'!7 71) zP 4-, , 0.'$ , _u. . . .- --.----- . ------ . A- 0.14- ,4- fJO -s ,02.- tz... ,-z. ~Z- o.~ .. . ---- . . ., - - . . B tdJ! .1!5" t;~ ,5 . .D'Z. 13 z,o ct, I /.4- ------.-- ?'to .o/. .~ 7 - . __u ... .. t 6> .2..1 :1, (to ,-9 .04- \~ \'t +S .9~~ !Nt. Sw2 .. - - .' -, --- - -_.-. ____n_ .. .. .-.-. P 2-,96 2- ~ I~ .D/ 40 M Z.1 /.r~ , - 0~ t: O,2-~ .L- 100 .f> .04- I+- t4 k8 0,3 ~ ~ ~.~z, z.. lOt;' .(3 .c:>4- l4- 14' . 4.'B O,~ Av.. )UP{ -. - . 6 O.Z~ .'"L ,IJ "G' .~ _04 t+ \l\- .f.9 o.~ ~ SL..~J rt ,,10 ,'2- ~v .~ .01 3S" 3S ~,O L~ -r- i'.'1() .z... 300 .~ .~ { 30 30 3.3 O.~ .... .02 l'l- /9; 4-9 1,1. , . \ CD",(<<.eft. /PRv~(rt",,"Y'J1 2- WS . ~~ ~LK RIVER CONCRETE PRoiuCTS . 65sb:~EOGWOOO ROAD ~::O. BOX 166B · MAPLE GROVE, MN 55311-6668 ~UL 11~ (612) 545-PIPE · WATS--800-557-PIPE · FAX (612) 545-8399 ,/'0 ~,,'\ . {;NOED \: PROJECT DATE -. ---- .- . .. .-_. IV'(~ -. . _.~--- - - .. '. .. .._.- ._- .--. -- .. ----..-.- ~~ ~ C- 'It=. :r <Q. l- {\.. S -t:c. Z. O.s-( t; 1~ _!..~_.- .PZ-... !~. ,,- :S.C} I,D .I;..,Ct;uO€ > 1- , ~--'--'-'- ~l'''_n .---...-'.-- ---------- - fClO .J...()1, _ _, (X)~_ S'~ -- .----- ------- -- ----- ..- __ ____2 _ ._____ o,r 1.. . 1..- 70 I S ,DZ- 1+ \~ +.8 0.1 -------- -' ....----.-.. ___ _ ..____._n .... 4 Jl,-Q3.._ .1- ..tz~ .8 .tOL rl.. \'Z..- S;2.. ._().._6_L ------------. ..-.---------.- - . -- - -- . .- - -.-...-.. I ----------- ---- --.-...-- ...-,..--.---- . ..,. -- -- ._~--- J_QL .'!: ,eo ,g ,()/(p zz- _z,~ .... "3.+ 1..1 .- .' ... ..-.. -. - _u._ ... .---- 1.Ji) PL.. ,ooG ~ ..n '-'"0- n __ _ '._..~_ . ..-.. n_.._ __ --'.'---' -------- -~-_.. 0,72- ,t;;'" ~ 1~ ' D.z.. It n,~ _4ft_ I.(p _..._-,- ---- ~o ()z- .__:...01._ ~,~ .....- -- ...-------- - ------ .._------ ---.-.---'- 1 0,1-3 .~ 1-17 . ~ ,~z. \4- zo 4-.1 0."1 lJ..qD 42 .06 {p --- -. _.__._~-~-- -- 6 0.16 .~ ~ , e ,0'- \ I 15,~ 4b D,t . ' - .. --" - - --.-. .. lIS .Ol. ,\)O~ ~~ ------.- --- . _____n - . ,.- __ u. _.-- - -..- -- q 0.04.- . 7- o;;c;- ,13 ,DZ- \2- 1'- ~_Z:_,_ 0.04- ,- -- . --- -- -.. ------ -----.-- - - , ." .-'- (0 ..Q,?f) .~ ~~ iP ,82 12- 11.) 4.4 0.7 I 0 .. ---_.- -. ----.--. - --.. -..- 175 ,oz. ,~ S',~ ... .. II O.s~ c- c:;~ '6 ,oz... 12. 11.< 4--.4- [c"3 -..-.--.... --.-----.-. ...-. .; ~~ ,~2... ,OD~ ~~ .. - _. __. __._n_. _.____.n ---.--..--- -.-----...-- Il ~,SZ IS- 9:;- ..'8 .f) 'Z, I Z- ,0 +.\ 1,7 ? '1 <;; .oZ- . DO S'" e:J 0 .. -- . ,- - .. f3 0.1? ,C;- <5'5' ~ ..~~ I'Z- 1'8.< t;',o I,S -----.---- .-..... . ~ .D 2.- . Ot;)~ (p,< m ___'_ 14- O,Zz... ,'"2... 55'"" , B .D I t"8 I~ '5',0 0,2 _. _u_. - -- ----.-.- - ---.--.----. - ... -.....-... .- . .. ---<.-.- --- ---- -------- ----- ---- .. -. -- .. Ie? OA-1 Z- ISS- .<{5 .0 , z..-z. 27..- 3.~ O,f - ICp O.~ .+ q~ ,S .f) I IS I~ 4,+ f.(p .. .. I 7 D.'SZ. ,4' ~ ,~ ,DI /1 11 4-:4- o.(p j" (;:31) 0" 11'~ -P.4 ().7 .t; .S ,02. 12..- K u:O ,02- ..xh r;;.7' {),1 (). '4- ,t:;'" -:;s-: .p .0'2 z- 17.'~ 4.4 , [) - " ~--------------_.../ / ~_.______J."" ( ", . J ;1 ---"\ -Ji.T"""" DaTAL ~= ---- =~ ff ::..::=- /==-- Ii:: C.~ ~ i, J./ /t /' I -~~ ----, \. -.\~I\ " ".. \'1' '- , ~~ ~~' :Snaw~ ~JM~tIiI I I I I I I I I I ~ ~n:<ANCE DETAIL o SO""" --- --- ~ .. ~ .. .. #rA:C ,....,.".,. :::Jto-': ='.!J. .. (npInMr fa ~ :::J~flNlCOfJdJtloa_-- "..,..~~.. ........, .... .. ~ .. ........ lor 0fIJ ...... ~~ clloothIM....""....,oI tIuMnf ,... .. Up of .:::::- Wdnt _,......~3,....rriIIwtI IWW"~""" .... 8ft..-p:.tI....,...,.~ ~ uS ~ ~ a: Q. ffi CJ ~ ~ ~ ~ ~ ~ ~ a ~ (Q I'- I")(Q I{) I") I{)(Q 0::> 21a: O~I")~ ~ .C\lQ 1")-11'-1-' W 15 >< <:( ~ I- O:I:C\lVl 0-:<: cn-(Q::> ~ '--' ~ . X ~~.c~ Q(f)Q~ ... CI)~ W 0 ~ ~ f 0 I- ~ : CI) ~ c: ~ ~ j -,0 Ii == E ~ > I - -' ... 6 i ~ llcQ < i w~ II II i ill J ~! kh -I' l!j Z ii t i~i"in HI! J ~ t;1'1I 1& i Ii ilillh t.t! tIn lo~ _Ih l ~~ I J Ii 1 ~ ~ - j .. 0; I:! 1 ; I !~~ I !~ ~.. p~ -I ~ ~' i ~ ~ I:! ! F7LC HO. 9927J SHEET 1 OF 1 ~ /-------------,..--. ./ ~- / ::::r-~--._--------"'~ , "- , / . ; -:::::-.~.\. ! ~\\\w \ / I~I!:~ ~ ~\ /Jw/;.;;;.":f t;, j~/j';'t:!i}/i ,! ~!"- ~/!!~./I; ff "If' ' gi~;i!'" ::::;:::!-: ". ' c :=::E:I;'/!/ i ~/\ ---+----G' I ~ -----__L~ )1 Cl:: ! (/) "l: -----\ a \ Q ;I /., /' I ~~ ----, \. - . I" \ ~ <. ". \."" \ c;1iU\ ~~ I I~~ ~..u:~tIW I I I I I I I " -- CIS ~ ex: & ex: a. ffi m ..... ~ en ~; ~ ~ ow .... ~ <0 ~ t')<o lC)t') lC)<o zO:> ~Ict: o t')~ ~ _<'lQ ...,.-J~'" .'w ct: x<:(~~ OJ:: C'\j If> o-:z cn-<o~ ~'-' . :x: ~r-:~~ QVlQ~ ... J"loPl':.U ~ ........-wa JIML f3~ . .,~ I- f 0 < ~i 10 i II ~i G II :> ~ -J j 61 ~ ~Q < i ~ ~ :N..T13A."lCE DETAIL l~ 0 $:::~ ....-- $C_i ""'" ~...,..,~..IIfIO[$""""""" ~~tl;-::~Jltft.~ID~ ...- ~".:=:;:,~~- 1Clft....".......1!IwIII.... --...,.......,.. ~ ....~~ ~ c . loot IteM ..... Oft "" ..... W6"I "w.. .. top .: .:::';::-' ..... III .. _ ~ tIWM , ,.. ... ,...,., ...._ ::=~nri. .-lo_ ill j ~ I ~h Illj zlii I ~i"ill u J Ii ~1'!I J~J' )l ;I I'i'''' t.t! tlB iit:{ _Ill I 1 ~~ J I Ii 1 ~ - ~ J ..0: I:! 1 . ; I !~~ I II ~.. i~i ~ ~. . ~ ~ t t I:! I I II F1l.E NO. 9921J SHfIT 1 OF 1