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3632 RUCKER AVE 2018 Plans 2023-02-21
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3632 RUCKER AVE 2018 Plans 2023-02-21
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Last modified
2/21/2023 9:36:41 AM
Creation date
2/21/2023 9:33:54 AM
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Address Document
Street Name
RUCKER AVE
Street Number
3632
Permit
PW1807-044
Year
2018
Notes
TESC, CLEARING, MASS GRADING FOR NEW 51 UNIT APT COMPLEX
Address Document Type
Plans
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---SAS -S- S <br />w <br />Know what's below. <br />Call before you dig. <br />UTILITY CONFLICT NOTE.° <br />CAUTION.° <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 SHALL INCLUDE <br />CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, <br />24 <br />N <br />PROJECT BENCHMARK. <br />CITY OF EVERETT <br />STATION V029. <br />EL=175.63' <br />W <br />W <br />MONUMENT LINE <br />LANE STRIPE <br />LANE STRIPE <br />FIRE SIGNAL POLE, <br />LIGHTPOLE <br />r <br />NW 114, SE 114, SEC.30, T.29N., R.SE., W.M. <br />SNOHOMISH COUNTY, WASHINGTON <br />INLET BASIN w FND. STD. CITY MON. IN <br />RIM=176,79' o CASE VISITED 06-15-11 <br />IE=175.97' (6 ° 01 W) NLET BASIN <br />RIM=177.09' <br />z IE=176.33' (6" DI W) <br />SIGNAL POLE, <br />LIGHTPOLE <br />o� <br />W ' W W W - <br />/ Cr <br />/ - N01 °04'25 "W 151, 00' <br />/ <br />/ o <br />CROSSWALK I D( F.H. <br />INLET BASIN <br />/ RIM=178, 46' <br />IE=177.63' (6" DI NW) <br />0 <br />W <br />14.00' 5� MONUMENT LINE <br />L— - - --- - - -_ _ SCALE: I " = 20' <br />Ln <br />/ °; <br />N / 20 10 0 20 40 <br />Li m \ mI y m <br />U <br />- SS -- -- -- �5�, -- - -S� - - - - S - SS- - - - --- ---S, - -- --S-S -- -- <br />NE STRIPE <br />R UCKER A VE <br />c <br />co <br />LANE STRIPE n� a a o � v <br />m <br />00 REMOVE STAIRS & " S <br />z o REPLACE W/ROCKERY 'BUS STOP" d g <br />G W ROCKERY cbp�� SIGN <br />cb . W -- <br />_ 1^ <br />pr�SWALK <br />1�b 180 _ - REPLACE W/ ROCKERY <br />TO <br />N01 °04'25 "W 135_00' P=182 w _ TOE=178 o 0 <br />' q <br />STOP BA z �_ <br />MARKER ° <br />FOUND REBAR <br />& CAP '19631' <br />SIGNAL POLE/ <br />LIGHTPOLE <br />30' EX. R/ 30' EX. R/W <br />I <br />186 NOS\ APE ROCKERY <br />/ - 9gl TOP=183.5 <br />HOUSE I 1' v 0 =1 2 <br />I J <br />188 — —g <br />FF=181, 75 / o <br />21 I 1 / 18 1 �' <br />00 <br />00 <br />190 <br />PORTZt <br />i <br />C�<\ I C' <br />11011 <br />�z <br />L'i 1 <br />POWER O I <br />VAULTS I I <br />1 � <br />I I 1 1 U / <br />FOUND REBAR &CAP <br />FOUND REBAR &CAP, R=183.10' 32432'9 0.1 O'S X 20. 09'E <br />ILLEGIBLE 4=1 1 °30'20" 0.13'S X 0.15'E FOUND TACK &WASHER <br />' IN LEAD '19631', 0.10' <br />a <br />1 _ / ' SOUTH <br />P �o <br />Ll <br />Qi <br />IX. F.H.LO <br />_ a <br />GRAND A VE <br />NO 1 °04 25 'W a ° .: / / °° �h� .D� <br />CiRe C�j 183.28 Sg 184 _ 9qp�� I <br />Q vv / b6 C _ it <br />R- 25.00' F <br />SS 4-84.16,14 - <br />v d o w i <br />41 ° ° v�° IX. F.H. WATER <br />VAULT z <br />SSMH /� a <br />RIM 182.75' <br />FOUND 3/4" IRON PIPE <br />0.22'S X 0. WE <br />22 <br />IE 36" (N,S)=166.93' 4l <br />CONTRACTOR TO LOCATE AND POTHOLE <br />EXISTING UTILITIES. UTILITIES SHALL HAVE <br />/ \ <br />ADEQUATE COVER, AFTER DEVELOPMENT, C`L rb;PVE DATA <br />BASED ON THE UTILITY PURVEYOR L=181.70' <br />STANDARDS. R=153.10' l <br />4=67°59'56" q� <br />BLOCK 3 RIM 186.12' /l <br />FRIDAY'S SECOND ADDITION TO EVERETT 1E 36" (N,SW)=168.54' <br />VOL. 3, P. 56 CB T-I <br />RIM=185.14' <br />IE=181.01' (12" PVC E) <br />CB T-2 W/OIL WATER SEP. <br />RIM=185.14' <br />IE=180.40' (12" PVC NW) <br />IE=180.35' (12" PVC S) <br />IE=180.60' (12" PVC OUT SE) <br />/ 1-1 <br />o1 EXISTING SIDE SEWER <br />(TO BE ABANDONED) <br />J'� v <br />CB T-2 <br />RIM=187.10' <br />IE=181,25' (12" PVC N) <br />IE=181.30' (12" PVC E) <br />CENTERLINE <br />INLET BASIN <br />® RIM=178.76' <br />IE=177.72' (6" DI NE) <br />190 <br />:1 <br />175 <br />N <br />O <br />N <br />Q) <br />® <br />to <br />cD <br />O <br />CN <br />FY <br />q <br />CD <br />o <br />o <br />O <br />Q <br />+ <br />I <br />I10 <br />--- <br />o <br />LQ <br />W <br />w <br />50 <br />w <br />3 <br />1.85% <br />.00 <br />L <br />STA: 1 <br />DRAIN 1 <br />+41.73 C4.® <br />RIM: 1 <br />1.6 <br />N <br />N n <br />cc <br />� <br />00 <br />ca <br />9+50 10+00 10+50 11+00 <br />BUILDING ENTRANCE PROFILE <br />SCALE: 1 `20' HORIZ, 1 "-2' VERT <br />APPROVED <br />PUBLIC',"ORKS PARTMENT <br />BY <br />DATE <br />CITY OF EVERETT REIVIEWEb FOR PERMIT <br />0111 <br />m <br />175 <br />1 1 +50 <br />
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