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ADJUST M/SC. 11/6HW,4Y FAC/L/T/ES
<br />LOCAT/ON QUANT/TY
<br />Sta. 2 40X89.5 Rt. / Ea.
<br />CLEARING ANO GRUBBING
<br />FIN/SH/NG ROA D WA Y
<br />LOCA 7-/0 Al
<br />Sta. /28 -P 90 f o Sfa. 242 f /9
<br />ROAD WAY EXCAVATION
<br />L O CA T/ ON 0UAIV771 T Y
<br />S/4 /28 ,go fo Sfo. 242 "/9 5'/ 74 C. Y
<br />OR/ VE WA YS
<br />TYPE NUMBER (VUANT/TY
<br />B 7 260 S. Y.
<br />E 3 /50 S. Y.
<br />IMPORTED BORROW
<br />L 0 CA TI O N Q DANT/TY
<br />Sta. /28 24 90 to Sto. 242,119 /260 C. Y
<br />ASPHALT CONCRETE
<br />KA. C OVERS /D E
<br />(/YIISC. AREAS)
<br />DRAMS)
<br />LOCATION
<br />QUANT/TY
<br />Sto. /3/ 50 R 7
<br />5 S. Y.
<br />S ta. 131,'90 L t,
<br />5 S. Y.
<br />Sfa. 239,490 R It
<br />5' S. Y.
<br />Sfa, 2 3 9.1190 L It
<br />5 S. Y.
<br />TO Thi L 20 S. Y
<br />PLA C/NG
<br />O S A. C. D//fE (7YPE,4)
<br />LOCA TION
<br />Q UANT/ TY
<br />Sfa 12 9 f ff O to
<br />Slo: 131 ,0 5O Rl.
<br />200 L . F.
<br />S,fa /29,1 50 to
<br />Sto' /3/ f 50 Lf.
<br />200 L. f
<br />S.t4 239,-90 lo
<br />Sta. 241 f 55 Rf
<br />/65 L.F.
<br />Sfa, 23990 /o
<br />Sla.. 24/f 55Lf
<br />165 L. F
<br />TO TAL
<br />730 L. F.
<br />%yoe 8 - /Val/ve Alale rta/
<br />Ty oe E - Var/"ob/e .4C over ex%.sl/',vq rr/crferio/
<br />ASPHALT CONCRETE (TYPE B )
<br />LOCA TION QUANT/TY
<br />Res urf'ocir;g CS/a. 128,190 to S/a242f19) 3 / 46 T
<br />Dikes /8 T
<br />A. C. 101'sc. Areas CO ver si de Drair7 s) 4 T
<br />Driveways ( Type E) 20 T
<br />/h/ersecfior� (,41her10-,7 Rd.) 12 T
<br />TOTAL 3200 T
<br />Aggre.aa1es 3040 T
<br />Po viopg As/ohall 160 T
<br />ASPHALT CONCRETE
<br />(BASE)
<br />L O CA 7'I O N
<br />QUANT/TY
<br />Sfa 128,4 90 lo Sfa. /JO,., 90
<br />159 T5
<br />la 240 A/9 to Sla 2412 1 / 9
<br />153 T
<br />TOTAL
<br />306 T
<br />Aggregales
<br />290 T
<br />Pov%nyy Asphall 16 T
<br />ASPHALT CONCRETE (LEvELllva)
<br />LOCAT/ ON QUANT/TY
<br />51a, /30 f 90 to Sfa: 2401- /9 2 4 SO 7-
<br />4 gy re_9 47 7eS
<br />4gyregales 2326 T
<br />Pa v /'/7y 4soh a Z ¢ T
<br />F'ur,�os
<br />M�
<br />SECT/ON A -A
<br />SIDE EL E VA TION
<br />AMerloa
<br />Roadway E."rbaw/rrweol
<br />CW/:SC' Asea )
<br />See mole "6
<br />E16HT MILE ROAD
<br />AREA I
<br />G E'1I/ERA L NO TE S
<br />A ,901 tisl IVI:5'e. f/i hwa Foci/i y`%es : We -t- Al- Vader this
<br />i/Prn eo>lsis s a�' raising ez i s,/ir�q pressure -
<br />se�s�'fI've a�efecfor to �i�lis`ieo/ yra4'e. Word
<br />sho // cow lo.,,w /o fhe ,oro visio ws ol- Sec tion 8 6
<br />of /he S/ a n ola,- */ Svee ili c a tl o vs .
<br />2. Ez/'s/iv9 e/eclrica/ Sys lem CCT afl/c Signa/s).
<br />aooroveol tes�,00rvey re,o/�+ce�er/1's fheeeol,
<br />shall 6e keof ire elt'eclive o,r�erafior/ for fhe
<br />6 e1 -?//iii of the (raveling ,public during /he
<br />pl-og/-ess m1^/he work, ex ce,,o/ when sh ulolowr is
<br />perrnilleod to allow for A,,4al adJusl�enl oFfhe
<br />,pressure - sewsi l/'ve aclila lot-. The CoOfrae for
<br />shall nofi7y fhe 6�91rieer ,orior yo,oerforrnir>�y
<br />arty word o0 the exisll:ny .7ys/e w.
<br />3. /rn,00rleo✓ ,Borrow shall have a rninirwuw R valve
<br />a/" The Sand Ecyui ve/aa,l valve shall he
<br />wo i ved.
<br />4. Lerigfh (L) of driveways shot/ be as direcle,1 by
<br />fhe Ehg1:1e e1-.
<br />5. Aa ve.*ner/l Reoair 0r7 14flher fon R000d sila // be as
<br />direcled by fhe Engineer awol pais/ for under
<br />/lei 1,(Force ,9ccoual).
<br />6. Roadway Wator shall
<br />Consist of'0/acis9g fhe p,c.�,o/ny
<br />pla.vl .511e as shown on this .sheel. /l�o�erio/
<br />shall be obfaiaed from wilh�r? Roadway Excava74ion
<br />areas as .5how.,7 or/ fhe X - Sec lions . Czwloae lion
<br />re9uire/ner✓fs 01 Secf /9 e I 'lhe SioeciQ/ �rovisio�s
<br />sha/% be cvoived . Roadway ,�".r/6ark/r�eh.� �iLlisc'. Areas
<br />duantty (460 C.Y.) ;s ✓nc/vded %n ,I/ems 5 Raoodway
<br />'Excc>vca//oa. %�ay�n2�s/ {or,o%cir�q �9aaduay �snbo�lrner�l
<br />(AY1.sc. Areas) shall be included /iv q1oaclivay
<br />E,rcavalio"I .
<br />7. Alai -4 ai.7ir7y Trtr{lic shall tomo' rrw lo Secl 7-9 oT
<br />the Special Rrovis%or�S,
<br />8. /Y/aler%al from Roadway Exccr valir�g sha// be used
<br />for 5hoale;1ev- wicleowopq only S./q. 130,'9V .lo Sla.
<br />290/ /9.
<br />9. Location of u611ti es !s approximate only. Exact location
<br />should be verified 6y owner,or-ior to wov° jjry in the area.
<br />IO. Ex%sling lree..s cv1y`iir� lxie -aselwewl to 6e'
<br />t-nwovPd by others .
<br />I r•�
<br />II �i
<br />II II
<br />II II
<br />_
<br />o
<br />S. t'/7' E. I I I .4 ne ,
<br />I
<br />tiq
<br />EA RTHWORK(IM/SC. AREAS)
<br />LOCATION QUANT/TY
<br />Sta. 77,, 00 lo Sta. 87-� 00 /O 5141.
<br />Sla. 88 *'20 t o Sf a. /731-65 66 5S'AQ .
<br />To TAL 955 Sfa.
<br />IMPORTED BORROW
<br />L OCA T/ ON QUANT/ T Y
<br />,Stn. 10 to Stn. /29.20 3'87 C.Y
<br />Sta. 14620 /-0 Sta.1661,05 Z28 C. Y.
<br />AS PHAL T CONCRETE (TYPE B)
<br />LOCAT/ON QUANT/TY
<br />Resur/^acir;y Sfa 7a-,'96 lo Slop 17Vf/0 l / 6 7 0 T
<br />•99yregafes // 0,50 7'
<br />Pa vir�q Asloholl .58 7 T
<br />CLEARING' AND 6RU881IV6
<br />FIN/SH/NG ROA D WA Y
<br />L OCA TION
<br />Sfa. 70186 740 Sfcz /74 ,4/0
<br />NO SCALE
<br />A R E A 2L
<br />GENERAL NO TES
<br />I. One /ar?e o/' fra{fic %a eifher direclioa may
<br />be closed 0101-409 working hours 04/y, Af/e,4bi 10
<br />is a'/r e c1eod fo .Sec. 7-1 OB ol-l he Sla vodard
<br />Spec i1icafiosys doled /97.5. All L04es
<br />shall be poem /^or use a_ ,ou6lic li-al /ic
<br />wor,kVh_q hauls .
<br />2. 1,rporled Borrow ,sha/l have a rr�iai u�
<br />R vp/ue o/' 5. The Savo' E?a velewl
<br />require.--neh fs -shall 6e wa i ved,
<br />3, The existing Poised fra fli
<br />
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