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I„ I w i - Limits oP C/eoring and 6?r1-1bbin00170' Eorthwork c 301 30 t I S' I 3' 4' 6" J2' /Z' 6' 4 3` 6 ' B _ 2 �_ 2� I d9 eoe _'- , sa .o 'e•'.• e• ":' � _ice Y \ X•_, V �eo 0 o tT" /��/// . O .' • O?., . .as ��/y111E I J/ 0.75'A9,gregate Base � e 0.25'AsphoU Concrete Gutter Grade Limits of C/eoring and Grubbin� Gutter Grade ond Eorthwork (Misc. Areas) " STA. /7*5/ to 17A. 650-00 _ _ -___ L mi/s far hlai/ box . Reloca r'ton-- - - --- I = Existing Trees(iPefer /o Nate /) I S' 4' ' 001791 I. A-X / I Vor' Conform ! Zlrnits of C/�rinq one Grubbing®acrd Eorthwor,� Vag -_-i 1/off - !%r Conform �i 130 30" Ni Vor. Vor. 6 " /2' 6' J rin CS'Min.) 0 27 I 21-7.7 arrow 0.25 A.C. Overlay I Imported Borrow 8, - - - - Imported B y �- _ �-'� Existing Roadway £j • p C e °.0• 'o,m •: c e a - 'e o :a �'�0 0.4. .� - w' 2 • A \ e o e��es: o .ke vd eiY' . ssdnDw s d�•� �eTQ'�e1• / / / 2: o . • , , e°e e d e e SNOUL DE/P DETA/L A " SHOUL DER DE'T/4/L B "� o eeeo eeBO s orae s e e ♦e • e a .e sae e e -o. ' e � s e e o e = e d " • a e . e e e Q oe b .e• o• s 6 d ore e•e • e 17 0 a dee aeo e `iic`yrr,� e -��`- Sta. /7135* to Sta. 24 9516(Lt) Ito. O tOOt to Sto. 24*95 t(�Pt.) 0.25'Aspho/t Concrete -Tta. O*00-t to .7,0o. /7*3516 rZ /.0o'se%tea Material I 0.75' Aggregote Bose 24.95* l PePer to Note ,2) � ITA. 7+00 to M. /61696 CHEROKEE LN. to LE0,W) //V/ RD.- C14ERRYLAAID AVENUE � Moles : /. A// ex/stinq trees ore to re7r7oin undisturbL 2. The /-fbot /ager of 9e%ted /Lloterio/ between 01a 7000 a/e J/ /6096 .shall f ca'7forr77 to app/ cob/e provisions o/' Section /9 07'1,17& YlaV''Urd SpeCificotiOrk?. The Selected Moterio/ 5/701/ be obtoined from alcm7e& arecs of exeovor`ioI7 and be e0777P0sed of the scarified surfocing 1771,r69:7' with oqg,,-L to base Born the 0,0-51117g 1-000 r 47q. The contractor 177ov excovote and sfoc dpi/e /he Se%�c��' Mofei-io/ prior- /0 P/acing in final PO.9111017. Fu// 00777pe17sat1LV7 for 0Ver170U/, stockor%inq and removirr rnoferio/ 03-0177 CorlSf tockpi/e .7/717// be consio'er,-V' os ine/udEd rig the eantroe ' 11171t ,orrice paid " for roadway excavation ono' no vecorate 17oy177ent' x111/ be /77r-7c/d, thel-efbr: Limits of C/eoring orro' G'rubbin or7d Earthwork (Misc. Areas) MOAMDA LANE - 500' W S.P.PR to Stote A1x1g. 99 Fro%7toge 5' S' /5'<see Note/) ---- - ls'(See Note #/� 5' 5' V4 Vor 1/0� - I/ar _ COi F cutter Grade n9f 0.25 A. C. Overlay Existing /Poadwoy ImAor/ed Borrow 20' 20 (Typical) /*80 Limits of C/eor/n 0rubbin ® STA. O*00 to STA. 9 9 STA. 8*00 to STA. /31693 /o 0.04 0.04Orly 11 ' vac , I - 00/7516 E,rist. Curb Gutter I 0.08` A.C. Limits of_ C/eoring and Grubbing and Eorth�r7or.� Vor. Thickness A. C. Vor: Thickness A. C. , / Exist. Roadway Pavement Reinforcing Fabric /O /5 /5 /O Seo/ Coat(-flurry Seo/ ) 2 % Z. I Width may vary if permitted Shou/der game i a 9170u/der .9ome by Me e En y i n e e r. cs above , see os above, gee Note 2 below I 'A.C. 9urfvcing 0. 95'A. C. Bose I Note 2 below C � T yPI CA L SECT/ON JTA. /1680 to 3TA. 81600 _ /VOTE • STREET L/M/TS LENGTH /. Width vories from S'ta. /31610 to 9ta. /31693. .gee P/on 1/ie.w Sheet No. �_ B�PADFO.fD Hiawatha to Songuinetti Ln. /050 .9totions 2. shoulders ore typico/ on/y. see X-.9ec11017 sheet No. 9 WEBB Funston Ave. to Songuinetti Ln. 10.15 " minor o'eviotions. 3rAc- /ART " to 00 It 6.76 N /.3. 93 Stas JERSE y to 3T3 200'310 s E.RA? TRACKS /VORTf.1 TO ENO LEGEND: /� ® Oer7o7`es Type A .5W w ROAD ® Oe77o7`es Type 9 No7`c 1'eo/ Caot('s/arry leo/) sho// cute for /0 days 6efbre P/ocily 44vveme7714 /Qei1V&'Y ci179 Fo61ic .unless permitted alherw1je 6y the E'nyineer. i 3ca/e o None TYPICAL SECTIONS ROAD DISTRICT III RECONSTRUCTION -7e x?'�1/ i3 d 6-78 �, 'h8 Y� �� ?12 Ek RESURFACING 1978 -79 PHASE 1 2 10