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1 2 3 4 5 6 <br /> d <br /> REQUIRED COMPACTION AREAS BY TYPE REQUIRED COMPACTION AREAS BY TYPE <br /> LOCATION REFERNCE POINT NO. NORTHING EA_RING COMPACTION TYPE LOCATION REFERNCE POINT NO. NORTHING EASTING COMPACTION TYPE { <br /> 1 3127610.42 1298228SO 1 3129702.73 1298387,10 V,:'• ;,� <br /> 2 3127805.98 1297993.09 2 3130001.68 1298315.07 <br /> TRAIL BREACH NEAR EASTING BRIDGE IMPERVIOUS o•_ a n m <br /> BREACH EAST Of PESCHEL <br /> 3 3128047.67 1297792476 3 313OD40.51 1298425.49 0: <br /> N.z O <br /> 4 3128343.86 1297932.40 COHESIVE 4 3329769.80 1298478.89 p:,• ��lh � <br /> 5 3127943443 1298054.02 1 3130292.81 1298199.02 aj••.,,,. t�5 <br /> 6 3127738.64 1298292620 2 3330404.61 1297961.70 16 <br /> 1 3129035.37 1297716.05 3 3130749.91 1297734+32 <br /> BREACH EAST OF PROPOSED BRIDGE COHESIVE ' <br /> 2 3129064.43 1297593.27 4 3330311.23 1297890.71 <br /> BRIDGE NORTH EMBANKMENT 3 3129957.94 1 1297944.38 IMPERVIOUS 5 3130508.84 1298119.52 <br /> A 4 3129955.42 1298094.51 6 3130391.45 129827.90 <br /> W ° <br /> 5 3129404.09 1298032.05 1 3131818.85 1397898.38 Q z <br /> 1 3128965.27 1296864.21 2 3132933.12 1297914.96 J <br /> 2 3129013.97 1296567.33 EMANKMENT NORTH OF AGG.IND. 3 3132803.77 1298D49.48 COHESIVE Y w <br /> 00 0 <br /> 3 3229027.55 1297025.35 4 3131818.00 3298028.10 <br /> BRIDGE SOUTH EMBANKEMENT 4 3229380.90 1297314.39 IMPERVIOUS <br /> 5 3129915.89 1297589.31 <br /> 6 3129853.16 1297695.48 <br /> 7 3129304.11 1297451.03 a o <br /> 8 3128975.67 1297096.30 Q <br /> Y ax <br /> w� <br /> O ax <br /> U O <br /> °COUNTY ROAD 5 ¢ <br /> .o <br /> -F <br /> LD <br /> �s <br /> �o <br /> HIGHWAY 119 W o= <br /> - r, a yk <br /> =w3 <br /> z a. <br /> O <br /> 2 o� <br /> 2 Wo <br /> 53 <br /> z• <br /> � � w <br /> o �'o <br /> B NOTE: Z�a <br /> h zW <br /> CONTRACTOR TO USE SPECIFICATION 31 23 23 FOR FILL IN =_� <br /> ALL AREAS SHOWN ON THE DRAWING. J - - - - - V rc° <br /> i <br /> a W� <br /> ZLATEN DR �li z o LL°� <br /> I z=o <br /> z <br /> i ° P _ <br /> II \\ cl <br /> z <br /> _ 7ToT� <br /> ' O _ Y1 Qo <br /> i <br /> Q \\ I SEE TABLE w <br /> F I I / ° z xc+1°�� ° y <br /> W w s � <br /> zi 10 <br /> SEE TABLE I \ ��� 1!0 G $ <br /> >- ,V I •r `� SEE TABLE r- 1 o <br /> W it <br /> o <br /> - <br /> U ---------- ^ <br /> - - z Z <br /> O <br /> w SEE TABLE V I �� T' m O V <br /> / • 0 <br /> o Q <br /> II z a <br /> �C SEE TABLE n In O Z <br /> < <br /> 75 a UJ <br /> z <br /> l _ _ z <br /> I -T p z <br /> Jos ❑ I N w <br /> AGGREGATE INDUSTRIES I I Z D <br /> LU <br /> U I 131317100002 I U <br /> LU <br /> N VERIFY SCALE O <br /> O BAR IS ONE INCH ON U <br /> ORIGINlLL DRAWING. <br /> 0-r N <br /> DATE JULY2016 L�-L <br /> 0 500 1000 1500 PROJ 653819 U) <br /> DWG CG-04 Z <br /> 1'=500' SHEET 24 0]1 33 0 <br /> $PWURL ._'.'/FAT! FILENAME'.SSR-FD-CG-04.dgn PLOT DATE:20M07\29 PLOT TIME: 6:49:39 AM <br />