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C <br />Q- .0 <br />I <br />h <br />N N <br />-B <br />114' <br />Z Exie hn9 Pauernent at 01reef <br />cn � <br />112 <br />112.04 P <br />111.40 P Ili, 60 P <br />110 � Propoed Edge of Pauernent (Ea6f) <br />110.40 *ArTI %� <br />110.66 P 'x <br />g o <br />_x <br />o <br />108 <br />106 I 1� <br />it /05.71 � 105-e <br />104 <br />102 <br />32+00 31+00 30+00 29+00 28100 27+00 <br />SawCUt atony <br />lines <br />FAIROAKS <br />ROAD <br />0 <br />C3-1 8 <br />0 <br />izzl <br />S <br />Fo . FOR CONTINUATION SEE SHEET NO. 3 <br />cs ( Parcel containing Reoidence o +�, oo Cn1� <br />of Juliu9 Tralna m r a 14 <br />7+60.60 E <br />a QI 51a. 8106.60 W �) 6 <br />IS) u, o m Ac oiM Returns l <br />'I <br />110x53 P 110.66 P 11 /. 40 P 112. 10 TO 112.54 M — 10 ' P. U. E. 1/3.20 P <br />llOx40P llOF35P <br />.w <br />-- -- <br />_ <br />_ <br />29 _ 28 <br />!1/xlGP 111,51 P 111 GSP <br />111x88P <br />112x03P <br />12x12P <br />_ <br />112x49P 110.70P I12x93P . <br />l/Ix65PI <br />!l2x56P ll3xlop <br />IllxxP /11x87P <br />11105PMatch <br />�leuahono of Prod <br />I� <br />I~ <br />Pavement with exi5tiny along thlg tlrz <br />I� <br />.p <br />a`� o <br />Z I <br />OU <br />� <br />�i <br />6 <br />To cell I g—v j <br />SCALE : 1"=50' <br />v, <br />� <br />S N �� <br />� <br />r <br />114 <br />112 <br />110 <br />106 <br />104 <br />110 <br />W: <br />106 <br />104 <br />102 <br />100 <br />scale : 1 " � 50' Horizontal <br />t° = 2' vertical <br />102 98 <br />NOTE= <br />,t, D1 ne176iorI5 /narked with 85terI6;k5 <br />are rlof fo 5ca/e. Contractor Sha// <br />rely cA Acted dIlven5%orw9 riot <br />5ca/ed di5farxceg. <br />Z <br />SCALE <br />0 -too <br />1"=50' <br />107.78 ro <br />107.38 TD/ <br />:�]MM] <br />tiCZ <br />c <br />Ec <br />-- <br />j <br />I <br />of <br />27 _ <br />_ <br />113x28P 113x48P <br />113x 67 P <br />11-IO&P <br />5awcut along tDe�e !!nes <br />NOTE= <br />,t, D1 ne176iorI5 /narked with 85terI6;k5 <br />are rlof fo 5ca/e. Contractor Sha// <br />rely cA Acted dIlven5%orw9 riot <br />5ca/ed di5farxceg. <br />Z <br />SCALE <br />0 -too <br />1"=50' <br />107.78 ro <br />107.38 TD/ <br />:�]MM] <br />1+00 <br />2+00 <br />LEEWARD <br />3+00 <br />WAY <br />0 <br />NO 75 Curve Data p.ta <br />iR ° 'M GOCb <br />EE �� Ks�m� c• 150. or' <br />4 A° 34022'43" 0� <br />A <br />10 _ _to PUE. <br />109.0 TD I _ <br />2 <br />110 <br />bNo <br />106 <br />104 <br />102 <br />0 0 J 0 L J r.�55 <br />-saurut along these lines <br />�G ✓einer,- <br />DemA*gh 4 Remove paveomt <br />ars Aggregate Saye Cor Temporary Cul De plc <br />Aeyraae c%moldion areas. <br />C Preserve pavement for <br />-_ :Pennanen! roadway <br />Match elevations ctr Propos' pauerneot to existing Fauemerd <br />along thio line. Q <br />o - <br />Q <br />1 1 1 10 P.u.E. A Remove Exi51. Type A <br />9 ' II S Barricade and 0alvaye. ��� <br />q Curve Data P� _� <br />� `y <br />m I I IS rj <br />W <br />4= 12V,51'57 o vat <br />II Q vs� x �� <br />ISEE SHEET NO. 3 <br />FOR CONTINUATION c p o <br />m tv <br />7401 TRAINA - ESTATES <br />July '32 <br />573 FAIROAKS ROAD- STA. 26+94.78 TO STA. 32+56.28 4 <br />KYL <br />17,35! JAB LEEWARD WAY' STA. 0 + 50.19 TO STA. 4 + 07.22 rouf3 <br />RGC <br />G 4565 <br />c <br />j <br />I <br />of <br />Exich`ng Ground <br />at 5 <br />reef 109. 5rD <br />109-7-37V <br />I <br />_ <br />' <br />s <br />108. <br />P97P IDB. <br />I <br />!� <br />108.61P <br />t7P 109.I6P <br />109.7370 <br />\\ <br />Pro sed To of <br />(Caany spry <br />DIAe <br />A" Ayphalt Die) <br />l06.85P <br />Proposed Pavern <br />nt <br />Elevafiorl at 5tr <br />et Ce�fei/irre <br />1+00 <br />2+00 <br />LEEWARD <br />3+00 <br />WAY <br />0 <br />NO 75 Curve Data p.ta <br />iR ° 'M GOCb <br />EE �� Ks�m� c• 150. or' <br />4 A° 34022'43" 0� <br />A <br />10 _ _to PUE. <br />109.0 TD I _ <br />2 <br />110 <br />bNo <br />106 <br />104 <br />102 <br />0 0 J 0 L J r.�55 <br />-saurut along these lines <br />�G ✓einer,- <br />DemA*gh 4 Remove paveomt <br />ars Aggregate Saye Cor Temporary Cul De plc <br />Aeyraae c%moldion areas. <br />C Preserve pavement for <br />-_ :Pennanen! roadway <br />Match elevations ctr Propos' pauerneot to existing Fauemerd <br />along thio line. Q <br />o - <br />Q <br />1 1 1 10 P.u.E. A Remove Exi51. Type A <br />9 ' II S Barricade and 0alvaye. ��� <br />q Curve Data P� _� <br />� `y <br />m I I IS rj <br />W <br />4= 12V,51'57 o vat <br />II Q vs� x �� <br />ISEE SHEET NO. 3 <br />FOR CONTINUATION c p o <br />m tv <br />7401 TRAINA - ESTATES <br />July '32 <br />573 FAIROAKS ROAD- STA. 26+94.78 TO STA. 32+56.28 4 <br />KYL <br />17,35! JAB LEEWARD WAY' STA. 0 + 50.19 TO STA. 4 + 07.22 rouf3 <br />RGC <br />G 4565 <br />