Laserfiche WebLink
30' EX. R/W <br />z <br />0 <br />c„ <br />0 <br />i <br />� <br />/ 1 <br />\/ <br />N <br />N <br />v <br />Y'�I <br />EX FH <br />/w i <br />CB-405 <br />I FND REBAR & CAP RIM 187.6 <br />12" PL E IE=185.56 <br />I LSJ12336 N0.11, 12 PL NW IE=185.46 <br />I E0.23 WOOD RET. WALL <br />e <br />LEB BOX e e \ <br />e <br />e <br />e <br />e <br />e <br />e <br />e <br />SW 114, SE 114, SEC 349 T.29 N.9 R.4W.M. <br />CITY 9 <br />WASHINGTON <br />2 I <br />Nil FND I" PINCHED <br />UTILITY I PIPE SO.66, E0.14 FND 1/2" REBAR <br />/ I POLE �96 NO,23, EO.22— — <br />e <br />FND BARE REBAR <br />\ S2.25, WO.06 <br />� /��APPROX. LOCATIONSOF STORM LINE \ <br />e <br />e � O <br />/ ' I <br />/ <br />COLLECTION I <br />cil / ,�� BOX <br />e <br />ROCK 0 <br />LARGE <br />! / I EX. GARAGE I I <br />(TBR) I� i <br />APPROX. LOCATION <br />OF SANITARY SEWER <br />STUB PER RECORD <br />INFORMATION <br />i ASPHALT DRIVEZZY- <br />a <br />ss ss 1 <br />---____ _ <br />\ <br />w / \ / / GONG. (TO RE N) <br />W W/W /v V! 4 Wzy�W <br />/l AP ROX.. LOCATION OF <br />\ / 3/4" WATERLINE PER \\//j <br />/ R�cl <br />RD INFORMATION Y ! \ \ \ p / / / CORNER OF EAVE ( YD-4J5 I <br />l l \ \ \ CONC. / / �® / (TO R N) I11 M=1194.86 I <br />\ \ TO RE N / / �� / , PV S IE=194. (16 <br />e / ! \ \ ( ) � / / ° � 4 P/� N IE 194.116 <br />cn <br />0 <br />D— <br />/ \ \ \ a n QXI <br />� ! \ co" / ° / / <br />EX. HOUSE(TO REMNN) / ° ! I <br />4 <br />�( ASPHALT DRIVE l \ \ <br />\ (TO REU Nd) / I / / CONC. ! z I r <br />(TO RE N) ! z <br />\ / I <br />/4a CB-421 ! / <br />RIM -194.38 I <br />CONC. ° ZI 4" PVC W JEJ 193.7.3 <br />\\ / (TO R N) 4» PVC fE=193.68 / <br />I a_ \ eCo LV YD-430 <br />//--196 — � WA RIM=197.42 <br />/ 4" PVC N IE=196.82 <br />4" PVC S IE=196.82 <br />/ e / <br />/ _ _—_____ ____ SET REBAR & CAP" JI <br />SET REBAR & CAP _ _ _ _ LS# 14490 1 - 908 <br />1 LSJ14490 <br />r <br />1..0 <br />1H-327 i GRAVEL DRIVE <br />=195.63 <br />> IE=187.13 /I N <br />I <br />0 <br />I <br />I <br />I I <br />I I <br />I\ / ` , ` i <br />BP: 19+75.00 li <br />� I <br />I <br />I <br />I <br />CB-325 I <br />3 RIM=196.13 i <br />3 72" CONC N IE=194.18 <br />0 PP <br />o B <br />M Ah <br />1/4 CORNER, SECTION 34-29-41111 <br />FOUND CONCRETE MON IN CASE <br />WITH BRASS NAIL AND PUNCH <br />Know what's below. LOCATED IN SOUND AVE. <br />Call before you dig. ELEV. = 242.70 <br />UTZLITY C NFUCT)VO .- <br />THE CONTRACTOR SHALL BE RESPOfISIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL <br />INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE <br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY <br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS <br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC <br />INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, <br />THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO <br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />0 <br />L OF R/C <br />C/L OF RD <br />a <br />SCALE: - <br />10 <br />