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Vista Ridge Retail-CS070926 THE.CITY.OF COPPELL I) September 26, 2007 JDB Coppell Village Plaza-Commercial, L.P. 434 Copperstone Trail Coppell TX 75019 REF: Pro Rata Agreement for the 8" water line along SH 121 and Highland Drive to serve the Vista Ridge Retail development between City of Coppell and JDB Coppell Village Plaza-Commercial, L.P. Dear Sir or Madam: Please find enclosed three sets of executed documents compnsmg the Pro Rata Agreement as approved by the City Council on September 11, 2007. Please sign the agreements and have them notarized. One agreement is for your records. Please return the other two executed agreements to: Kenneth M. Griffin, P.E. City of Coppell Engineering Dept. 255 Parkway Blvd Coppell TX 75019 Thank you for your attention to this matter. smcere~~ rf~ Kenneth M. Griffin, P.E. Director of Engineering/Public Works Office: 972/304-3686 Fax: 972/304-7041 kgriffin@ci.coppelI. tx. us Enclosure 255 PARKWAY * P.O.BOX 9478 * COPPELL TX 75019 * TEL 972/462 0022 * FAX 972/304 3673 Lm4-5 l - 7 v,s4rft 2,\.1.(14- & \'''''....00001• N 84'38'19• E HIGHLAND DRIVE 68.56'i z 5:13 " (75' ROW) I a '.' '2 89.02 >r.T.1 • IL-t _ _ _ BE TON-BOUNTY' . /—. . • /wry . �1 FO— �6 1* ' • — . '.. .. .L.....—_ _-..-eL� DALLAS COUNTY _ 5 •' SIDEWALK & 15' UTIUTY EASEMENT 24' FlRELANE & ROW DEDICA11O ^ 1 UTIUTY EASEMENT . , 1" 0.002 ACRES BY THIS PLAT 1.19 BY THIS PLAT 84 So. FT. I LOT 7 r, I m itg I 2.887 ACRES II v C./ I f Lot 7 2.887 acs. - LOT 6 lg.' 4 0 G 6,891 ACRES 19.48% of total Prorata share $18182.41 WV R ACCu FAIT t. LO, — BY Lot 6 6.891 acs. C44 i °¢ c.38 46.49% of total o ' L26 L Prorata share $43399.73 -- LOT 1BR, BLOCK 0 a VISTA RIDGE ce ;I VOL. W, PG. 272 (P.R.DE.C.T.) Q I VOL. 2005094, PG. 0076 (P.R.D.C.T.) I-- 3 I I LOT 5 J LOT IA, BLOCK 0 S' 1.186 ACRES VISTA RIDGE z Lot 5 1 .188 acs. L8 VbLv2005094, PG. 0076 (P R.D C T.) z 8.01% of total o wn Prorata share DRAINAGE & ,o DETENTION EASEMENT $7482.06 BY THIS PLAT DRAINAGE & DETENTION EASEMENT l V BY THIS PLAT L31 V AO CA Z1 ILOT 1 C49 c3 Ni C x1.029 ACRES o Lot 1 1 .029 acs. r� -� °ss 6.94% of total 105544 ACRE -. — ------.. - 2.2r ACCESS ESMT. .f� Prorata share f,7 BY THIS PLAT I ,..-A N 33': $6480.67 15' SAN. SEWER EkiN !" , LOT 3 65.6T oL. moo9, PC1. 19' oa , 1 nuON I 0.914 ACRES r-I ' Lot 2 1.054 acs. Lot 4 0.861 acs. 15' SAN. SEWER Uhl 7.11% '~ OT 1 5.81% of total CC#960087217 7.11 /D of total 5' UTILITY EASEMENI .861 ACR 5 Prorata share t ..tip Lot 3 0.914 acs. Prorata share -- $6638.12 -_ / 6.17% of total -6�j $5422.60 _ _ _ N IN Prorata share __ _ R=2665.00'/ — _ _ L=668.71' $5756.40 11 /— ----____-------------_ D=14'22'37" AB. F. PG. 271 ipF ..... ..... �.. ——______ BRG=N 7329'15" W 'Tq TE HI ACCESS D6NIEO CC�g4ROpppp02 �'_• (vorl�le CH WA V /2/ Lc !-7' lA:41-ot 9-A AL Prorate Land Area 'Offsite Area Onsite Area (acres) (acres) Lot 1BR, Block D Vista Ridge 7.775 Lots 1-7 Block A Vista Ridge Retail 14.824 7.775 + 14.824 = 22.599 =Total Area !Percent of Total Land Area 66% 34%! Since offsite area is a greater percentage than the onsite/offsite cost split, all offsite cost will be prorated against Lots 1-7 Block A Vista Ridge Retail. Therfore,the total cost to prorate to Lots 1-7 is$93,362 Vista Ridge Retail Area % of Total Area Prorata Cost (acres) Lot 1 _ 1.029 6.94% $6,480.67 Lot 2_ 1.054 7.11% $6,638.12 Lot 3_ 0.914 6.17% $5,756.40 Lot 4 0.861 5.81% $5,422.60 Lot 5 1.188 8.01% $7,482.06 Lot 6 6.891 46.49% $43,399.73 Lot 7 2.887 19.48% $18,182.41 Total Area 14.824 100.00% Total Prorated Cost $93,362.00 Created 8/6/2007 Printed 8/6/2007 t7ci r f1 Prorate Cost Split Onsite& Offsite Offsite Water Line Onsite Water Line Water Line Units Unit price Quantity Total Quantity Total 8"Water Main LF 1 $ 19.00 16061 $30,514 16451 $31,255 8"Vavle EA 1 $ 1,180.00 5� $5,900 71 $8,260 6"Vavle EA . ; $ 645.00 1; $645 4; $2,580 Fire Hydrant EA 1 $ 1,680.00 1; $1,680 _ 41 $6,720 8"x 6" Tee EA 1 $ 409.00 11 $409 _ 41 $1,636 8" -45° Bend EA j $ 409.00 4i $1,636 101 $4,090 12"x 8"Tee EA ; $ 409.00 1; $409 0; $0 8" 90° Bend EA 1 $ 409.00 31 $1,227 0; $0 Testing LS 1 $ 1,606.00 11 $1,606 11 $1,606 Remove Ex. 12" Main EA 1 $ 10.00 160: $1,600 _ 01 $0 Remove Plug & Connect to Ex. 8" LS ; $ 200.00 2; $400 2; $400 Bore with 14" Steel Encasement (113 LF) LS I $ 1.00 35000; $35,000 01 $0 Erosion Control (Silt FenceO LF 1 $ 1.00 15951 $1,595 16251 $1,625 8" x 8" Tee EA 1 $ 409.00 0 $0 21 $818 8" Plug EA ; $ 409.00 0; $0 2; $818 Sub Total $82,621 $59,8081 Engineering (6%) LS i 6% $4,957 $3,588 Construction Staking (6%) LS i 3% $2,479 $1,794 City Inspection Fee (4%) LS ; 4% $3,305 $2,392 Total $93,362 $67,5831 1$93,362 +$67,583=$160945=Total Cost % of Total Cost 58% 42%1 Created 8/6/2007 Printed 8/6/2007 w _. _. 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