Laserfiche WebLink
5 <br />s <br />C <br />03 <br />w <br />z <br />0 <br />0 <br />�I <br />1 <br />v <br />ti0 <br />° FH <br />0 <br />Know what's below. <br />Call before you dg. <br />UTILITY CONFLICT NOTE. <br />° <br />CAUT OW - <br />THE CONTRACTOR SHALL BE RESPONSIBLE 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 />SW 114, SE 114, SEC 34, T® 2 <br />CITY OFEVERETT, WASHINGTON <br />CB-405 <br />186 RIM=187.66 �g <br />FND REBAR &CAP 0� FND I" PINCHED <br />LS 12336 N0.11, 12" PL E IE=185.56 �� <br /># 12" PL NW IE=185.46 UTILITY PIPE SO.66, E0.14 FND 1/2" REBAR <br />30' EX. R/W E0.23 WOOD RET. WALL 11 i N89°41'11 E 141.44 POLE �g6 N0.23, E0.22 <br />o ---- 188 �41.4' 1 ------ <br />FND BARE REBAR <br />BOX- <br />1 LEG. — \ i S2.25, W0.06 <br />- �=------ — -- -- ---- — — -- --- � ----- — ----- -----� ----- -- <br />\ <br />00 <br />194 APPROX. LOCATIONS \ 1 <br />r / <br />OF STORM LINE <br />i � 1 <br />� K023 SF I v ® -- <br />Ul COLLECTION I <br />Cs / /1 <br />BOX I v 10 5 0 10 20 <br />LARGE! <br />ROCK <br />O / 192 L_ Z/Z /—/� L Z/Z <br />PP ACCESS EASEMENT <br />FOR SIDEWALK A IZ I I <br />/ f <br />\ �Z \ 7 <br />EX. GARAGE I <br />APPROX. LOCH ON �) <br />OF SANITARY SEWER / 19A I � i <br />i / v --STUB PER RECORD <br />INFORMATION — — — -- — -- — — — - <br />i ASPHALT DRIVE ------ ----- ------ —I ----------- <br />03 <br />Z / / <br />S89°25°52'=E 141.47 <br />I � <br />SS <br />Z�ZZZ <br />o / CONC.(TO R N <br />/ I 00 <br />192 A ROX.. LOCATION OF ` I <br />i f 314" WATERLINE PER <br />/ �� � p / I a I I <br />/ R CORD INFORMATION YD-4J5 <br />CORNER OF SAVE \ > I <br />Z \ \ a / / <br />CONC, / / / ® / (TO E N) I Ilvl=1�94.86 1 I coo <br />f l \ \ N) / / G\\ / I I " PV S IE=194,110 <br />� \� // \ \ \ \ / / / 0/ 4 ' PV� N IE=194.11 <br />� <br />— — a p <br />/ XI ; \\ \ \a� o / / / / I a �I �� <br />\�. EX. HOUSE <br />11,771 SF <br />ASPHALT DRIVE a a_ <br />(TO REMAIN) l w I <br />� I <br />a <br />Z I <br />a CB-421 I <br />a �IMPVC4W 8E 133.73 �l <br />CONC a <br />(T® REAM) 4" PVC ,EZ=193. 68 �/ <br />1/4 CORNER, SECTION 34-29-4 <br />FOUND CONCRETE MON IN CASE <br />WITH BRASS NAIL AND PUNCH <br />LOCATED IN SOUND AVE. <br />ELEV. = 242.70 <br />I <br />I I <br />\ I I <br />I I <br />CB-325 I <br />RIM=196.13 I <br />12" CONC N IE=194.18 <br />PP <br />CESCL CONTACT INFORMATION MUST BE SUBMITTED <br />TO CITY INSPECTOR PRIOR TO ANY WORK. <br />ROTES ° <br />CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT <br />ALL TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND <br />STREET CLEANING MUST OCCUR AS DIRECTED BY PUBLIC WORKS <br />INSPECTOR. <br />ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF <br />COMPLETION OF CONSTRUCTION, IF RESEEDING IS NOT PRATICAL <br />DUE TO WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST <br />BE COVERED WITH MULCH AS DIRECTED BY THE CITY ENGINEER. <br />TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION <br />ACTIVITY MUST BE OPERATIONAL PRIOR TO COMMENCEMENT OF <br />ANY CLEARING OR EARTHWORK. <br />NOZE: <br />ALL ACCESS ROADS AND DRIVEWAYS SHALL HAVE A <br />MAXIMUM GRADE OF 15% TO MEET TRAFFIC STANDARDS. <br />