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<br /> 440Jl1ST/416 VA MR VALVE oraWiPS EARTVYORK (Rdwy. wo'e/7i/?S) ASPAIAL T CONcR,,E'r4 (TYP4g)
<br /> L ocation Q Uo17fit L ocvti on Quantity Location Quo17tit
<br /> O./2 ;Y1ax• A• C. Dike
<br /> Brise/% Rd Sto. --11-t-4.3- Rt. / each (J) Brise//a I& Sto• 34X84 h 43fi✓B 8.34Sto(I) Brise/% Ad 704 tons !r) is Orivaway Approach
<br /> Sto. 94 t JO Rt / r' (I) " " Ste. 43+/8 to SO tOD 6• B2 Ste..(d) Em// St /29 tons (I)
<br /> " Ste. 34 *74 rpt. / 7 (I) /516 Ste. X(70// it /29 101104% (1) 0.. 17'A. C. Dike(when reg d) A
<br /> 51a 46 + S7 Rt. / rr (17) h!e// ,St. 1331 tows (1)
<br /> � Sta 47. 3! Rt. First st 173 tons (1)
<br /> Hei/ St Ste 0 t/20',Gt.
<br /> Second St. /71 tons(1) D •/ZAC. Oike Conform o
<br /> Cherr wood St /16 tons(I) m&- /� - L.- A E P. �W
<br /> ste. o .&28 c4- ! SO/,L S TER/,G/ZA T/ON (I) yNk� S4
<br /> (I) Sunrise ,$t /340 tons (I) R \ "A,Toto! 8 each \
<br /> Location Quan fi/y Third St /B9 tons (1) SECT/ON A -A
<br /> Intersections (S,oano're/ Areos) 27 t,0ns(I) /
<br /> 91ae/10 Rd Sta. .3B4-2 * to 43t/BRt. 383 SY. Drir�ewey (Type A.D, �E) /B6 toms(I) �TyPeQ,,. �,, 0/7 y) \Conform % exist. l
<br /> It IAspho/t Caocrett (til/.sc. Areos) Z6 tons(IJ "
<br /> k �gspho/t Concrete DirFe (0/7) 42 tons(I)
<br /> Tye %4 „ -0Y14-G' over 0.43 A.B. /� mill)
<br /> T/NG AIANh/O1.ES (r)
<br /> Brae/1a Rd -405 tons(B) Tyioe 4-D 0.2SA C ower �ho�oed r�Qti�e
<br /> L OeatiOn GIUo/!ti 4-y 2,S"97 tool �/ae E - Variab/e A C^ over e risfin9
<br /> Brad//o Rd Ste. 26+ 70,Gt. / each DR/I/EWA Y (Ty
<br /> 51a. 29 pe A ) (1>
<br /> 4-6J3L f / rr
<br /> „ Sto 30 t 93r,Gt / DSPmEwA Y DETA/L (schedule r �d)
<br /> L ocofion
<br /> 4/0. Quantity Scale : /"_ 4'
<br /> 34 4-85 Lt / Brae//a Rd 8 Ea 97 S. Y " "
<br /> 37192 G4- / •r Emi/ s4-. s Ea. �o s. y ASPfiHAL T CO/I/CRETE(Nisc ArmYr) CL ASS B CONCRETE ( )
<br /> Ste 43+ 00 ,GA / Ana// St S Ea. 48 s•Y L ooction Quo17tity (Curb , Gaffer Sio'ewo/k)
<br /> Xono// St Sta. O 140 / Hei/ St S14,49. 8/ S Y
<br /> Heir St. Sta. 34- 40 rpt. / First St. 6 Ea. 6S .S•Y S•f!!corner Brae/% .Pd�7fisYy./2 20S Y G Oeotion Qaanti 4-y
<br /> h 9 n N n I/ / // / //
<br /> Cherr snood St• Ste 24- 00 / rr Second
<br /> St. /3 Eo. /33 S Y S•E Z3 S Y Bjue!/o Rd Sta 49fi18 /0 48t26,ee 50714•F 2 -6 4 - O
<br /> "y 0 / rr Cherrysyooe' St. 6 Ea• S6 S. S•X- ry A(ia// St. "�
<br /> /9 S Y 7 S Y. Aialrewed P/aae ✓oiet
<br /> E — S' Broom
<br /> unr%se St. 6 Ea. e4e S. Y Broom Finish
<br /> To tot // coch SHei/ St � Brae/% rPo' (,Gf' / 40 4,Z S Y F;a/sb
<br /> Third St. 9 Ea. /03 S•Y
<br /> Tote/ 6G Ea. Fi7st St. 42 SY /" 4R (-6" _ S/ape • ��psr/
<br /> 69S S Y SecondSt r/ 42 S.Y.
<br /> --�— z a T
<br /> Thira' St " .. 4.2 S Y a�
<br /> Toto/ 237 S Y Cz A SS B CONCRE TE (1) .
<br /> N 4 a . .. I y y/� wt/ded suite fabric
<br /> co a : .: . .'... . ., CIA' '
<br /> v a in or11VAVa s
<br /> �TyPe
<br /> A / 6 Carbo . /� o,-lies y
<br /> CL EAR/NG' ¢` G'/PUBB/NG Roes sooc�d 4? c.c.
<br /> � Locati
<br /> OR/I/EI�t�.9 Y (Type D ) on Quvnfity
<br /> s L ocat/on Stu. to Std. /
<br /> Brise/% Rd ZSt25 29* 700
<br /> ✓ SAI Cor Brise/%Rd 49 Hwy. /2 12 L• F CURB, &17- TER SAW WW K DETA/L (scheda/e zz)
<br /> Locution No. Quvntif ASPHALT CONCRETE
<br /> I " " 30.&82 43 t le (1) Brae//a red. 19Ed 30/ 9 111 Sca/e • 0"
<br /> Erni/Se. O t 42 3 f 25(1) Sunrise St 2 Ea. /37 S Y iV DII(F (T ype
<br /> 0.17) (1)
<br /> St. O 4- 30 9 4- SO ll) Ano// St ,2 Eo. /24 S Y X13 L OCation Quantity
<br /> F/rst St. 94- 00 3 t 99 (1) Brae!/0 aPd 2 Ea 20 s y (II)
<br /> Second St D + 00 .f-o--f67 (1) Z.5 Eo S82 S.y Brise/% Rd /,106 L•F Frame o -6-}
<br /> a Heir St. 0 -t- 00 3 4-408 (7) Emil St. S68 /I. A' (I) (9) Desiynofes schedu/e of IW401
<br /> (Pinkeitan No.464s'
<br /> 9 Cherryw000' St O t 00 314,2 (I) /(no// St. .590 z.F .: - o. oPprovsd s�Ua/) s
<br /> Sunrise St O 4- r r� , • . .;
<br /> 26 3189 (I) Hei/ St• 703 ,L.F ___ �' ;.: r
<br /> Third St. O too 4 t 80 (1) First St. 569 ,G•F " ---- --
<br /> .. /Boit
<br /> Brise/% iPo' 43 t /8 .S•O t 00 Cd Sec000' St. 809' •F i i i �'.
<br /> ORivEwA y (rye E ) Cherrywood St-
<br /> No.
<br /> t x'46 •F
<br /> Sunrise St. 726 L•F Mortars `
<br /> L ocotion No Quantify -
<br /> Third St 804 ,G.F -°�oT' ` " I I �° •,
<br /> Brae//a Rd 4 Ea. 628 S Y (1) /ntersectioa rPddii /9S •F --'"'-'--
<br /> I I C/ G cone. I I a
<br /> rr rr / Eo. 20 S• Y (ll)
<br /> ROA DNA Y EXCA IIA
<br /> -ION (1) s Eo. 64a s Y Tota! 6, Gia ,c F v
<br /> Quantlf �'
<br /> L Oe
<br /> r,
<br /> Brise//a Rd 376 e.Y CLASS ,2 AGGREGATE BASE (J) SECT/ON 9-B
<br /> Emi/ St. 301 C Y
<br /> Kno// s4- 2B3 „ L o ea X1,017 47uant/ty STORM GRAIN /NL E T (d) S TORM DRAIN /NL ET (Schedule 9) {
<br /> Hei/ St
<br /> Brae/10 Rd /74 C Y No Scale
<br /> First St 363 rr L OCotiOn Quante 4-y ,
<br /> Second St 356 ., Emi! St. /2S e- y i
<br /> Cherrys pod St 199
<br /> SA /2
<br /> „ Ano// 5 G Y Brash/o Rd Ra. 49+2ft R.
<br /> Sunrise St 3PO „ Hei/ St. /¢7 CY
<br /> Third St• 4 76 r• F%rsf St. 1419 C. Y
<br /> 3, /69 C. Y Second St. /66 C y
<br /> Cherryavood St /22 C•Y
<br /> Sunrise St• /34 C Y
<br /> /83 6" Y
<br /> FRAME GTPA TE' (27)
<br /> �J � /rttersectiaos (Spoadre/ Areos) 17 C Y
<br /> Driveway (Type A) 76 Gy. Location TypC Quantity
<br /> Asoho/t Concrete (4.11sc. Areas) 25 CY Brise!/a AV Sto. 43+25-fRt S0.1. / Ea.
<br /> Tota/
<br /> 4452 C Y
<br /> . i
<br /> ... .'.. i
<br /> ,4- I �, s �.a,� ,� a.,. dun 'i. r q�g .�.a s,. / 1C / -0 , / /t L L.
<br /> Q Q e4a� 3 — 7 8 �' 7 T y .. o� a FY " AIN." O. I �N _
<br /> 3 _. . G
<br /> /"fit �"�O `.. ;"" � i ;" °,:; �h, e OET
<br /> . ._I.. .. .. _. . __. ._. ._ . .. _
<br /> GDW57. NDTES, A/LS 9
<br /> _ (schedu/e I � II)
<br />
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