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1 • <br />• <br />1 <br />• <br />4 <br />• <br />t <br />� <br />I <br />g <br />I <br />l I <br />I ' <br />j 1 1 <br />1 1 <br />1 1 ' <br />PROPERn Lk I tl T I <br />�� ___----------- ---- ----- -- � fir- -- -- --- -- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- --- -- -- -- -t -- -- -- - - -- - --I'-7 --� <br />11 I <br />-- _ -- -- - _-__ _ � - _ _� �939.9 ) JT III I I <br />j/ - �1------------------ _'_-- - ----- -------___________ __-- ---- --_ =- _ - ==S -- -- -- -- -- -� - -- / /-i'% �T? " T7�-'�}`-X ====- ��1 I // JJI I I I I 50 <br />-------- - - - -------------- - -- - --- I <br />I ;/ - - -- ----- --_-- _-__ --------- - --- -�----------- --- Y ' / 941,2 <br />x� 941.2�� `�. <br />---- -- <br />- — - - 938, 4 940 t 1 <br />I' C 942,4 / ASPHALT II i� I /V I I 1 1 <br />III I j --- 942------------ - / /0, <br />942.3 r. II <br />02 <br />�'I <br />I I, i II i I 942,0 �ti TANK JAREHOUSE / II TURF ' I Vii j I I 11 I I + 1 <br />II J 11 i I 1 I <br />941' FARM <br />I Ii ill ll�, -- --- 942.4 -TANK x94 j TSE 944.32 941.7 ---►,x 941.1 11 lip// i d� '�- - ��-I--{--L <br />; <br />1; I I III 41.7 <br />II-- 9a2.0 ' �� ,' p p i % ,f� ; 1 1 v <br />III I I' -J V , � --�- "--- 41. <br />a - -, X �. 07GN PIPE II j1 �I /� I 20' 10; 1 <br />j ; I i j gl2.2 x94 .79 / ���' , I YIN. DOCK HEIGHT II II � / t--a. i� EASEMENT TO 1 1 / II 1 1 <br />948 942 p II EI 11 �i� ��`�' ,ice CITY OF ROSEVILLE ; I 1 1 <br />i 94 g� - 941.29 x ��` �7 I 42' �I / // - FOR PAVING ' ► I I I I <br />11 I 1 \ I ---------� <br />\\ ` °,----------- --- TRU 3 / �� /ice i I 1 ► / 1 I 1 1 <br />9`T8 i , l i - _ , - - - _ 1 ' 2 I 942 I a1 COt�- CK DOCK - J DOLT( it p i <br />9T6 1�I - `��-� 9� `� \ APRON ------ - /---- ' TURF rT <br />934 -942.0 I ` I x 943.2 II : PROTECT A/940.4 x INPLBBITIP I��/ � I I <br />3 <br />/ A"" \ CURB C : I P 1 /i 11 1 1 I 6 I O 1 <br />\� 93� -` -` �� '` �' _ ;942 \� \� �1 �� �°/`�-----------B- ©i CONIC. I `�P�O� �� 1 I 1 it I j <br />X .fl \ y1 V l-------PAVING-__ i I /I I 1131 1 1i �5 1 N 1 <br />939.3 � \ zc' 940.4 - _ _ _ , /i O <br />INV9 i - _ i ----- //� <br />4Q ;\ 38 09 4 R C R _ INVERT 2 et INV 936.E L `�� ,' I I+ 1 1 i I I 1 <br />- EL- 6" PUC x 9.4 �x 940.0------------------- - x-r4� j 1 1 1 t I <br />938 9 2 93 - - - - - - - 940.2 j' <br />- - I 1 1 <br />6 PUC - 939.4 SI ) <br />930 GUTTER <br />�� GRADE CURB LINE9- i 2 in cal 1 I V 1 <br />15" RCP CL4 .[JONITCMt �' i I °` I 1 <br />9 D 938 <br />938.5 6 <br />�rJl `�`-- \` _ - __---- - -- - - - - -- -------- hfSjC/pf� I 1 1 I II 1 <br />NNESpTq TR �_; -_�; ' „ 20AW NSP Cpsf ' i 1 I 1 T I <br />gNSFE -9,18 '4SEYE� I I I 1 1 I 1 <br />L� GRADING AND OR►dW+GE PLAN R Co'TS <br />INV =925J <br />INV.= <br />- _ '�-- -ate; ; 1 � GRADING KEYNOTES � _ � _ _ _ - / <br />Q1 � � - -yam <br />LIMITS OF GRADING. �_� , _ _ INV=924.84+ <br />EXIST. CONC. APRON INPL FENCE y 1 I <br />RECRADE THIS AREA i0 ACCEPT GRADING 3 `- � <br />SCHEDULED ASPHALT AND GRAVEL SLOPE ` - - <br />BASE THICKNESS, IMPORT <br />SCHEDULE 1 $' <br />WPL. PIPES AM SUPPORT 1 <br />CLASS s AS REQUIRED TO <br />BRING SITE UP TO NEW GRADE. DEPTH TO SUBGRADE I <br />REGRADE THIS AREA WITH Q 6 1/2"+8"=14 1 2" BI MINOUSNDOT A 1 WEAR OFCONCRETE T CH �� 66-1 FILL WITH GRAVEL AS <br />/ BITUMN1lx1S PAVING REQUIRED TO PROVIDE 1 <br />TOP SOIL. AND PLACE S00 1 <br />TO CONTROL EROSION. <br />6 I /2_ +8_ =14 1 /2_ DRAINAGE I <br />® EXISTING PIV. 1 I <br />" 3 1 1 <br />2"+4"=6" 1 <br />I <br />INPLACE 6" PVC SPILL T�� I <br />DRAIN LINE. CONNECT TO L A- 1 SECTION A -A 1 <br />_ �� SECTION C-C I <br />NEW STORY SEWER. <br />© LOW POINT CATCH BASIN. 2 <br />15" RCP CL3. <br />® 6" PVC. <br />Q TAP INPLACE 6' PVC INTO <br />NEW 15" RCP. USE PIPE BELL <br />AND GROUTED JOINT. <br />® INPLACE STEEL GUARD POST. <br />Q INPLACE PLATE BEAM GUARDRAIL, <br />© PROVIDE TOPSOIL SEED AND <br />ER BON CONTROL MAT OVER <br />DISTURBED AREA. <br />© REMOVE AND RELOCATE <br />ELECTRICAL 20AM DUPLEX <br />RECEPTICALS. SEE SHEET <br />2 FOR NEW LOCATION, <br />® SAWCUT INPLACE ASPHALT. <br />LEGEND <br />x 942 EXISTING ELEVATION <br />941.7 NEW ELEVATION FINISH <br />SURFACE <br />EXISTING CONTOUR <br />NEW CONTOUR <br />LIMITS OF CONSTRUCTION <br />(THIS PROJECT) <br />STS > NEW STORM SEWER <br />© CATCH BASIN <br />PLATE BEAM GUARDRAIL <br />4'x4` <br />I'I <br />1 <br />l BITUMINOUS PAVING <br />1 1'I TO CONCRETE WALL <br />SLOPE TO DRAIN <br />�I Il 3 <br />�l <br />/ <br />1 <br />SECTION B-B <br />I 1 1 0 <br />r <br />FOLLOW NATURAL SLOPE <br />PROVIDE EROSION CONTROL MAT <br />OVER DISTURBED AREAS. <br />INV 928-5 <br />D7 <br />PA <br />5' <br />D8 THE LAST TWO i <br />JOINTS 0 4 15" RCP <br />ANTS PCNNTS� INV' 932.5 <br />12" RC01 CL4 <br />�D6 <br />FILTER FABRIC ROCK RIPRAP <br />NEW <br />FENCE <br />CURB LINE <br />0' I <br />- D9 C82 <br />1122'' HIGH 939.0 <br />RB <br />938.0 <br />rINV9,5 <br />DD SECTION D-D CB2 _ <br />1 1' =5'- H. 1 .4.- V. <br />15"RC <br />INVERT IN <br />EL. 931.5 <br />n CATCH BASIN 12 <br />2 1 =i'- - <br />1 <br />P <br />4 <br />1- <br />NORTH <br />` 44A <br />gel <br />m <br />c <br />c n, <br />Q <br />w <br />I� <br />21 <br />1 <br />0 <br />00 <br />N <br />ZE <br />M <br />w f� <br />I <br />Q- N <br />w <br />27 <br />�{ <br />I� s <br />tj <br />cn <br />I <br />c' <br />SL <br />M <br />� <br />1 <br />I <br />� <br />F <br />N� <br />I <br />I~ <br />O <br />I <br />L-,-1 <br />r� <br />2 <br />I- <br />I <br />I <br />i , <br />� <br />z <br />, <br />i <br />