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LL • ..... . , ............. ......... ........ / 0/ -i /1\(\ 03 lz) t3 l 24C\ t 14 44 5) 4 o 41. I I t Cs projoc ROW. Line BURL /N G TON ..�._ .1._� A • .too WNW.. WINNINENDO WINNWNI. =14114•11111•10 %-%AVENUE t.1 t65.29 36.3 11 [M l' I; ;1•'-'f;" (Al 36.79 67°30 3678 45°00 3677 .s 22°30 •36 76 /33.24PT 3676 ... t50 .......... 36.8 ... # 5329 PI 3675 . • + ........ 373 5 Elip RECSP 3459 FL 36.89 t50 577 3704 377 ... ..... t .. •3749 m. 0 II C.0 NNW 0 • 0- 38.0 ... 37.34 0 382(1) C) . 3749 ... ............... .. • • ....... • • • e 'Qs *0) • ........ 115 inaliwo• omdm•••••• to.Nammil mr.wra 15 REG'S P ... ... ... • ....... 1 to • Fn rn E 1: 0 0 04 0 coi -0 . • ........ • .......... " ....... • y ......... ... 1-11 d N F I) 1 N ) Sto. 0#00, Begin project of existing 36 Conc. Return, Project No. 4(107) Remove 36 Lk- of Conc Header Sto. 0 #05 to Sto. 0 '32.5, Lt 3 -Pine trees to be removed by others. Bled approximately, 40 SY 6 PCC for 24 x /5 driveway approach for Public School System. Exact location /o be determined in field by Engineer (44 r- 34.96-7- • (..7% "IN (14 Bumble -bee type gr te inlet to be /ocoted by en./nee,: Sta /'5329,20.5 Construct 7/.5 LE 15" RECSP Rt. to 92.0 RI of C/oss 111 Sto. 1'53.29,205 Rt. Construct 6' conc. curb inlet (4 =4 ) TC Elev. 193729, FL of pipe 1934.56 (see special plan sheet 5) Stal 532.492CI Rt Construct 4 Standard Con6rete Junction Sox. FL of pip /93442. Adjust existing /5 proposed Grade fax. " RECSP to at Junction Sta. 3#.9 Lt 6 RI Guy Anchors to be moved by otters. (ft 11(, ---,P- si a 30, n) 0 6' (Al sZ re) /2' Sto. /5329,20. 5' Lt. Construct 6' Conc. Curb /n/et (A=4'3 ) TC E/ew /93729, FL of pipe /934.62 (see speed pier sheet 5) Sta./ 5329,20.5' Lt to 3.5'L/. Construct 75 of, /5 C/oss .771 RECSP 6 1-15 Flared End Section w/trash rock. FL of Flared End Section /934.70. Sto. 1'745, Lt Rt 4'Chain Lin* Fence to be moved by others. Sta I #53.29,20.5' Rt to 205'Lt Construct 4/ L.F of 15"Closs_rfr RECSR Sic. / #98, Lt Remove VS)! of 4" PC.C. O/-2-/'°S'i'//MS'fr,'1 3N St a 000 to Sto.6#00 Construct 2284.30 S.Y of 6 PCC. Fbvement and I/42/4 L.F of PC.0 ktegra/ curb. § a a 0 a: X a) C4) o 5' 5 g. Cn. 0 "al 0 Et g. '7;00 cr "" 91 04 4t) 0 c_ z CD rn (Ai arts rn -4 0 +AL rei a. o 0 .0 O 8 , t 30.5 34.63 0 35.0 34.70 35.2 34.9 10 t 0 35.5 35.1 0 O 35.8 35.31 0 8 35.51 35.71 0 +43.47 36.6 •82.07 35.89 r-v�� 7)8[25-15R -4 Q) O (3) r.WN 0 c (. Paid Lb Ah A 0 Z rt, w 173.62 SON/1SVH HJ/H 10 0 Atiot Arilo ik+4 *110 4** 430f* 41117* *44, 4+. 411‘. Existing trees F. fen' to be moved by other I► 0 33' r1 66' w 0 le 3' U1 W CTI 0 • w 197 745' BELL EVUE AVENUE Sta.103 +30.6 End construction at existing paving. Roving District 1979-10 Remove 36 L.F of concrete header. Q 1915 ,3 0 0 A 4 O w v N w n :t. 0 as Z, kes CI N ts.s Sta 104 + 43.25, Lt. Constrict 123 &Y. of 6 PC.C. povemen for dr i vewa 15► 0 6' r n 15 tD 0 5' -A v 75.5 t25.5 Sta. 104+43, Lt Construct 41.72 S.Y of 6" PC.C. Rovement for driveway. 1 Sta. 6 1189 Curb. 00 to Sta. 103+30.5 ct 2379.11 S.Y. of L.F of FCC. Integrd 7045 Adjust manhoe to grade. ti .01 Nif 0 011121 °ISMS 19.92 00)9 LOS 0191Z2 0,19112 al L.OLS 01-9 rei rly 03 pj iv • m INo rft to 145 17. Vacated Lexington Ave. 4z Ord 2593 6955' .5 co la 4.5 Sta 7t97,' M. Construct 6908 SY of PC.C. Thvemenf for Driveway, Z. rn O O c O. '1; W 3 0 O. to 0 SCR S buI4013 w to d . . • . . . . U. . . . . . 1 � NCC — — OOwD()C CD-JVCDcnat n 111 N N N ro N N P'la ? cr ii W N N N N N N K Nto Xl x x >c W. x x x OOOOOOo.A!.p+.A.W til p W Q - -s g g g c41 'al 8 8 8 8 8 8 g 8 5r !! Distance to nearest free edge or to nearest joint where movement can occur 1 Tiebar spacing CrnmCgCgrn go8888 000 3- !! tt,�r WW t�c� �t - N .. c rn a rn m 8 0 0 0 0 0 8 li . 711 Z5 Z8NN W NPa1:1 Z58 ^-? 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