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0 <br />C\J <br />IL-- <br />N <br />amm4TSVPrID1K`41 1,1 IMMWEDID9K-44•94,141011i46/64.14L** <br />r7 -A. <br />^ 0 10 2d 40' <br />" 1,1" I 1 355%19.111.15111CMIV ,9,1.1(kM SCALE FEET <br />IMWEIN(fate <br />10 <br />10 <br />6, 49 <br />GRADING NOTESSTATE STREET <br />1. CONTOURS UNES SHOWN REPRESENT TOP OF PAVEMENT OR TOP OF FINISHED GRACE. SPOT ELEVATIONS REPRESENT TOP OF SLAB OR TOP OF <br />45844E0 GRADE UNLESS NOTED OTHERNSE. CONCRETE PAVEMENT WITH INTEGRAL CURB ANO GUTTER SHAU. BE 11. 111101 (AS NOTED ON PLANS) <br />11111 A 6' TALL CURB. CONCRETE SIOEIVAULS SHALL RE 4' 04401. <br />2. TOPSOIL SMALL BE STRIPPED, REMOVED. AND STOCKPILED IN AREAS WHERE FILL G REOUIRED. TOPSOIL SHALL BE REDISTRIBUTED TO LANDSCAPE <br />AREAS AFTER SITE CONSTRUCTION IS COMPLETE. ALL UNSURFACED ARE. DISTURBED 41.4 RECEIVE 6 INCHES CF TOPSOI!, MINIMUS. <br />3, CONTRACTOR SHALL REMOVE SURPLUS 504, MAMMAL, UNSUITABLE TOPSOIL. OBSTRUCDCWS. 041101.1SHED MATERI.S, MD WASTE MATERIALS <br />INCLUDING TRASH MD DEBRIS, AND LEGALLY DISPOSE OF THEM OFF ODDERD PROPERTY. <br />4. nu DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS RATH SATISFACTORY SOIL MATER01, UNLESS FURTHER EXCAVATION OR <br />EARTHWORK IS INDICATED. <br />5. STE FILL SHALL BE CP APPROVED MATERIALS, FREE OF ORGANIC MATTER. VATH NO OBJECTS LARGER DIAN 3' IN SZE. ANY UNSUITABLE AREAS <br />SHALL BE UNDERCUT AND REPLACED VADI SUITABLE MATERIAL BEFORE ANY nu. MATERIAL CAN BE APPUEO. <br />6. PROOF -ROLL SLIBCRAOE BELOW PAVEMENT TO IDENTIFY SOFT POCKETS AND IRE. OF EXCESS DELO.. PROOF ROLLING SHALL BE CCM:LETO <br />MTH A LOADED DUMP TRUCK OR 949LAR APPROVED CONSTRUCTION EOUIPIADIT TO DETECT UNSUITABLE SOIL CONDITIONS <br />7. AREAS TO RECE11% STRUCTURAL FILL SHALL BE sc.nw AND THE TOP 12 -INCHES COMPACTED TO A MINIMUM a 9684 STANDARD PROCTOR <br />DENSITY. AND -3 TO .3 OPTIMUM MOISTURE. EACH LIFT OF BACKFILL BELOW THE TOP 12' SHALL BE 006940100 TO 95% PROCTOR UNDER <br />PAYEMENT. <br />EARTHWORK <br />EXCAVATION • <br />EMBANKMENT <br />900 C.Y. <br />1050 C.V. <br />841400610 A BALANCE FACTOR OF 1.0. 'NESE ARE <br />APPROMMATE oumnnEs. <br />LEGEND <br />AREAS TO BE SEEDED 11 MULCHED <br />APPROXIMATELY 1.25 ACRES <br />ROCK <br />IL ANY UNSUITABLE AREAS SHALL BE UNDERCUT ANO REPLACED TIN SUITABLE TAKIERIN. BEFORE ND FILL MATERIAL CAN BE APPLIED. SITE FILL 1935EXISTING CONTOUR UNE <br />SHALL BE OF APPROVED MATERIALS, FREE OF ORGANIC MATTER. <br />936 PROPOSED CONTOUR UNE <br />9. 90,010 BACKFILL AND FILL. SOL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES 01 LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY <br />COMPACTION EQUIPMENT. AND NOT MORE DON 1 INCHES IN LOOSE DEPTH 1011 MATERIAL COMPACTED BY HAND -OPERATED TAMPERS --Nr--3. PROPOSED DIRECTION Of <br />DRAINAGE FLOW <br />HHH <br />NIIIIIH <br />u <br />40 <br />10 <br />0 <br />ars•nm Ln <br />c.mla <br />nro.e9 <br />,[1490C. _US <br />_92,921B <br />an• <br />SHEET <br />5 of 14 <br />