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Home My WebLink AboutDrawings �Z�yy 6647 eufiv oc-0;05/ 7nE102 1 +, aav ti-M155 o� 8" , 2" R T 1 . M,1iN 5 s Ni) .11e t 4 % ,t z ik 1. -, 1/4 TOOLED RADIUS #4 BAR . �'' lik% 1: DOWEL BAR 0 24 P .' . MBEDDED 3" EPDXIE • • c0 J \ ( • • SLOPE SAME AS SUB LAD Q'3 4 5:* 1 I 24" 1 Souther L- Park ROLL -UP CURB AND GUTTER ' . ® NTS • 2.0' NE•= � �� wr VA 246.82' �� 4, WALK n R Q ., ,_ C� } y ° s' o r ir ._ _ — 1 � � ) '� Std © 00 s i :. �u_n[N, �.t r !Ai 1 9:0`� —' + R30.0' j . 0 j ,'' W , 810.0' I;' ca -L i n� © ® R2 :. i m , ez, N R2.0 ( , O , , 1 ii 1 s pa © I 'i 0 L p 1 r�r r� 13 I r- v i . LIMITED ACCESS DRIVERS .: F 30 — RIGHT IN, It RIGHT OUT, LEFT IN 18' nn. A .0.... Radius = 50' min. ,\ 30'— RIGHT IN, i l RIGHT OUTT U rein. 18' rt1 n . Radius = 50' ,,:r1- Radius = 50' Min. f--40 ` 1 ntn. 30' RIGHT IN, T RIGHT OUT, LEFT OUT 18' nin . �� Radius = 50' non. 7 J L 20' n ■n. • Rev.1O,W 3-12 o� . ; N M. D FROM FIELD SURVEY THE SURVEYOR MAKES NO COMPRISE ALL SUCH UTIUTIES WNDONED. THE EXACT ` �, ELD VERIF TED BY CONTRACTOR rIMTY. IF ANY CONFLICTS EXIST ' RIONS, THE ENGINEER AND THE 0, BY RICHARD CANSIER, INC. SCALE. 1"=20' Emma Slim= E CONTRACTOR SHALL BE RESPONSIBLE 0 10 20 30 40 RMOS AND APPROVALS HAVE BEEN RICATION SHALL. BEGIN UNTIL THE CON — ILY RENEWED ALL PLANS N40 OTHER ®1 4.7' ;PI PERMITTING AUTHORITIES. WITH THESE PLANS AND AND STANDARDS s• . IIII� _ 1 38' I I!Hi v f _ 'ORT AND RECOMMENDATIONS '.. • r } CONSTRUCTION DOCUMENTS AND IN v •'. i 4' ' 5 L TAKE PRECEDCE UNLESS SPECIFICALLY - • A ' `*or. E CONTRACTOR SHALL NOTIFY THE t EPANCY BETWEEN SOILS REPORT & PLANS. + - 1. I lk _ .ATION MID REMOV AL OF ALL UNDER— ,, 1. I b' -_._ ._ ; sr _ �L ,> r ' ; t 1 ACCORDANCE WITH THESE PLANS AND 1 r Oo IONS SET FORTH IN THE SOILS REPORT ,,.' - 4 - p - � ONTRACTOR SHALL BE FOR MELDING OR UNSUITABLE MATERIALS -1— — , � — . - LS AS SPECIFIED IN THE SOILS k REAS SHALL BE COMPACTED TO 95S OF i R4.0' R4.0' .� PER A.S.T.M. TEST D-698. MOISTURE W NOT EXCEED 3Z ABOVE OR 1% BELOW A COMPACTION REPORT PREPARED BY A i 1 WITHIN THE STATE WHERE THE WORK t ,r, I ' F, 1 1 , ;' 1 , .. LED AREAS AND SUBGRADE AREAS All l E N R2.0' WAS TO BE PAVED HAVE BEEN CON— '� TANS AND SPECS AND THE RECOMMEND— RT. 3 //, - - - . R10.0' R40.0' E A PART OF THESE PLANS. 'MIES SHOWN ON THIS PLAN ARE BASED Cfg COMPARf RECORDS. TT SHALL EE fi �\ , CONTACT THE VARIOUS UMW PRIOR TO Sr CONSTRUCTION ' R �� F' . 0' 41 E PAID TO THE CONTRACTOR FOR I r . _ l ? f ' : A I - M r 11.2 ' ED BY HIS WORK FORCE. 3W THE PLANS SHALL BE FIELD VERIFIED RUCTION. CONTRACTOR SHALL NOTIFY I R2.0' TANGLES EXIST PRIOR TO PROCEED— FRY PLAN OR GRADE CHANGES. NO EXTRA I CONTRACTOR FOR WORK HAVING TO BE 2.0' VEHICLE + ©� FS SHOWN INCORRECTLY ON THESE PLANS GIVEN. VC, AWWA C900. DIAMETER SHALL BE CiVERHIG L BE INSTALLED WITH 24" MINIMUM COVER GREATER. 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