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<br />FROM Love & Associat~s, Inc. <br /> <br />.. <br />.:1 <br />.. <br />I <br />R <br /> <br /> <br />System Components <br /> <br />12. 1 150;1 <br />PAAKING lOT. 90" ANCU PMI<ING, 3" llmJllfiOl <br />~ crew for /ayolt 4 mill em <br />Ilormw, bait I\J\ ffMl. had 2 iii. 51 <br />Gralq. h grade J passes -i1/I mo1 <br />~ wi vb-~ D1ate. 8" lilts. g <br />BiIIIninls ~ 3" ttIO. <br />Seal coaIilg. pelroIeIJn resisIa:lt N <br />PaiI!iIg m llII JliN!II1Id. par~ st <br />Pr<<ast CGlOete ~ bar, 1,"110 <br /> <br />12.5..5'101 <br />1500 . p~ bt. 90" .~, 3" bibrJWIous PMli <br />1520 8" gl3\A!i"base <br />1540 10' p.el blI5e <br />1560 4"lliIIInirIll5 ~ 6" pel b <br />1580 8" pl!l base <br />1600 10' &RNeI base <br />1620 6"1liIIImlus ~ 6" gravel b <br />1640 ll" gravel base <br />1660 lit crM base <br />1800 60" .~. 3" Ilit&riIlUS paq. i" <br />1820 8" poeI bJ5l! <br />1840 10' gmtI!l base <br />1860 4" bilIJnilous ~ 6" ~avel ~ <br />1880 ll" grMI base <br />1900 10' gfMI base <br />1920 6" billtnivlus 1)IYine. 6" ErMI t <br />1940 8" gtMl base <br />1960 10' gr.M!I base <br />2200 "5"~~3"~~ <br />2220 8" gravel base <br />2240 10" ifMl base <br />22tiO 4'~~6"graydl <br />2280 8" gr<Nel base <br />2300 10" gril't'tl bast <br />.2320 6" ~ ~ 6" gravel I <br />2340 8" gtavellllSe <br />2300 100grMlw <br /> <br />FAX NO. : 3036739796 <br /> <br />F~h. 08 2002 01:37PM P4 <br /> <br />~~_~.._ ....._1ifII . _______~ <br /> <br />TNt Parl<iog LOI System includes: <br />compacted bank-run gravel: fine grading <br />with a grader and roller; and bituminous <br />concrete wearing course. All Parking Lot <br />$'f.litems are on a cost per car basis. There <br />are three basic types of systems: 90' <br />an!~e. 600 angle. and 450 angle. The <br />gt;llVeI base is compacted to 98%. Final <br />staB design and lay-out of the paOOng lot <br />with precast bumpers, seaIcoaling and <br />white paint is also incIucled. <br /> <br />TIle EKpanded System Usting shows lhe <br />three baSIC patking lOt types with VanOlJ!; <br />deplhs of bolh gravel base and wearing <br />course. 'Tlle gravel base depths range <br />from 6' to 10" 111c bituminous pavil'l!l <br />wearing course varies from a depth of 3" <br />106" <br /> <br /> COST PER CAR <br /> QIlMlllT UNrf MAT. INST. TO'IN. <br />JS PAVIMG, 6" GRAVEl BASE <br />r .020 lR{ 29 29 <br />mdw/OOltl. ~ ~ 5556 C.Y. 31.67 27.05 ss.n <br />XI' pier 33.333 S.Y. 51 51 <br />1~lII3l'I.to~ 5.556 C.Y. 26.44 26.44 <br /> 3133J S.Y. 161.67 40 201.67 <br />n ,000 S.Y. n.m S.Y. 18..33 27.33 45.66 <br />al,wIlte 1.000 Ea. 3.30 5.16 8A6 <br />"16'.0- 1.000 Ea. ~ 11.90 40.~ <br />TOTAL. 243.91 217.88 461.85 <br /> <br />iI2 <br /> <br />Parking Lots COST PER CAR <br /> MAT. lNST. TOmL <br />rM~ 244 218 462 <br /> , , 254 236 490' <br /> ...1 265 254 519. <br /> 284 217 SOl <br /> 294 235 529 <br /> ~ ~2 5$7 <br /> 3lll 225 605 <br /> 390 244 634 <br /> 400 262 662 <br />e1base 279 238 517 <br /> m 259 551 <br /> 305 280 585 <br /> $l:J ZJ6 561 <br /> 340 257 597 <br /> 350 278 628 <br /> 435 247 682 <br /> 4~ 268 718 <br /> 460 289 749 <br />Id base 315 2S8 S73 <br /> 330 282 612 <br /> 345 305 650 <br /> 370 257 627 <br /> 380 281 661 <br /> 395 305 7~ <br /> 495 269 7&4 <br /> 510 292 802 <br /> 525 315 S40 <br /> <br />~1 <br /> <br />i:"f'i <br /> <br />~. <br />':~ <br />'.. <br /> <br />j <br />:.1# <br />-:t <br />.:1 <br />it <br />I'~ <br />., . <br /> <br />-.1 <br />& <br />I <br />..... <br />'71' <br />'I. <br />~ <br />i~ <br /> <br />\.-.... <br />" <br />'.. <br />.. <br />.~ <br />~ <br />;;~ <br />~ <br />:~ <br />:~ <br />!; <br />~ <br />~ <br />.~ <br /> <br />ase <br /> <br />," gr- <br /> <br />05e <br /> <br />iiISe <br /> <br />6"p <br /> <br />laSe <br /> <br />laSC <br /> <br />! <br />.~ <br /> <br />...L....... See.....- SedI......alIIad ............. - ..........-.IMw<." CllyCaot"'- ,j <br /> <br />JlSO <br />