2501 W CASINO RD 2022 COMMUNITY TRANSIT Plans 2025-07-28

NORTH DUARTER CORNER A PORTION OF THE NW 114 OF THE NE 114 OF SEC. 14, TWP.28 N, R.4 E, W.M. CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON PIWND-BENBHMAR ELE 5,50�5f o o..o FOUND MON IN CASE (8-31-21) (8-3/-21) SCALE: 1" = 30' E%CB I X MH ro I RIM=565.39 I RIM=566.08 0 30, 60' IE=555.33 18'CONC W I IE 561.52 8"PVC NW o IE=554.90 18'CONC E li IS 551 12"PVC WSW ��-- IE=555.57 15'PVC S I IE=556.30 15'PVC N z _ _ _ ZO 4 NO1'05'27 E .\ EAST LINE OF THE NW 1/4 OF THE NW 1/4 MAC NAIL SET�� U In In o N=33891737 E=128913931 I SO z z EL So I \ w d E%SSMH I EX CB CLF CDR.IS 1PROP& C�C� N ti 2.5'W CALC'D PROP.CDR. ,C 7{�"�" RIM=566.6E M 1 I RIM=565.76 u~wi o z o .� IE=55415 8"PVC W IE=561.86 8"PVC SE IE=ssa.4s 8'Pvc E aI FOUND REBAR&CAP, _ o WV m<~< EARTH TECH R.(9-01',0.21) __ CLF COR I5 61'N S I `" OF CALCD CDR.(9-75-21) 0.8'E 0 �57p� �� 0.5'E /30.01' ,� N010521'E 63519 - �--- _ 3.8'W CALC D PROP. \ -- CDR. I GV C WRA7 -----� 4.4'W TELo 1 _ PP 3014 z- / / /� � WR47 s I \ WETLAND A w � 00 N r---- --- ----- -------J mT C -------------L----- WR 22 811C Nh 4 E%C -- [ _3 72- WRA2 A3 • C�L Kv C WATER EASEMENT - / - / WRA4 /-570- AFN Cq W /) II C I VJ W d NOTE: WATER EASEMENT RECORDED i T \ I --- c�C� ___ / 1 I z \ UNDER AFN 9205010426 IS TO BE EXTINGUISHED UPON RECORDING OF NEW h � m / WATER MAIN EASEMENT GRANTED TO THE CITY OF EVERETT LOCATED AT THE �� - �: FUTURE ACCESS POINT OF THE SITE. 3•- i / I 9-/ THIN x O WRB6 P , o 50'MITIGATEDWRB5 N. O wEnAND BUFF TOE OF 5L�PE II I �y Shy�.0 �I�IIWRB4 Z I / A \ I DP o/fIwfie� II I EL VAULT o JI S�OPE WETLArvI SCIBED IN WALK N=338860.39 E=7188930.68 £L£v=e6632 _ 'k 3/l I MAc NAIL SET �_ I/D Y E[jl ' �, > N=338918.4E I 1 Rj 8"DEC / E=1288897.23 v 6"DEC 1 E IELEV=568.91' 4'DECL.x✓ p// ��E '"' I FOUND REBAR&CAP W ' l 15'UTILITY EASEMENT \ 1 \- \ EC 3'DEC - INSIDE OF WRIER METER ----- AFN.2052990 1 t / �T \\ 6"DEC 6 DEC 4 DEC 4'DF,C j I 9"DEC VAULT CT.C O C&0.03E I ---� ----------------------- t \ DEG- (2)5"DEC I OF AL OCOR 4 DEC . (-J7- ) - \ --� N070521'f ,^ FOUND 4"1'4"CONC.MON, 0.7'N �-T.� ---------- --------------------- \-\ \ \ 1.8W L I Q Y'Z 0.15'S&0.42E Of --- CALC'DCOR. 9-75-21 I I -�- -- --� -- ------------ I N W ( ) \ \ CLF CDR.IS 3.1'S& LL 0.9'W CALC'D PROP. EX SOME -w \ \ COR. TEL I RIM=567.9E (/, VAULT IE=558.7649 1 18"RCP8"RCP W � \ \ N E=558. E L Q IE=561.781E"RCPN T� Q) F ----- ----- ---- w 2 v - T- \ \ q FH EX BEMs -_______ - c= -576-- �" \ \ IM=56.3E 8'PVC W 1 CLF IS 11IN - - r-- -s ----s.� 1/ CLF CDR.IS 3.1'S&1.4'E \ W __ L oCOR / IE=556.22 8'PVC E CALC'D PROP. "� _____ - -_ \ CALC'D PROP.COR. \ EX SSMH \ �576 �L - i A \) A T I RM=56&81 W _ TEL - I IE=556.84 8'PVC W 578' FH )' •7'f,428.,Q4'�-l �'\ -- -_--� V E=557.03 6 VC E PVC N 1 WPM WPM / / EX CB WV IE=557.28 6'PVC S / WV - p FOUN6 REBAR&CAP, RM=571.14 TEL POST INDICATOR HI I T FOUND REBAR&CAP, 5 LL EARTH TECH 21601, IE=56&16 8"PVC S,W i l lAL 8171"0.635& w 5 A 7 CALCDD CDR. l I / 0.25'E OF CALCD COR. EX SSMH C�C� F o( ) E%CB -SQL VAULT r�C,-,I F m 8-37-21 RIM=570.88 EX CB 5 I W . (9-15-21) RIMIE==578.09 6"PVC S C D+,/4C,C,L E%SSMH `^ E=Sfi7.9fi 8°PVC 5,E RIM=570.65 CV S��-5 IE=567.81 6"PVC W 73 IE=Sfi7.83 8"PVC W IE=569.95 2"PVC N 1 RIM=574.90 S I RMEX C570.86 RMAG-S UD ---r_--_-- N I w W - IEw568.12 8"PVC N '70 MAG NAIL SET I / EX ACCESS LID N=33892534 ',i,� RIM=570.80 E=128874543 r v, w w w v w .✓ w v. .✓ ELEV-5 91' I / TEL VAULT I I 1 w W WETLAND C W W W �\ R M C568.3 1,G pF R SOp� ICATEGORY TIN' w \ ,i, �, w �, W IE=564.88 2"PVC ENE33807 LEGEND AND ABBREVIATIONS NOTE Rec,STESQO - TREES WERE ONLY LOCATED WITHIN CRITICAL �SSfONAL EXISTING SYMBOLS ABBREVIATIONS SENSITIVE AREA WHERE SITE ACCESS DRIVE K SYMBOL DESCRIPTION SYMBOL DESCRIPTION CB CATCH BASIN PP POWER POLE WILL BE CONSTRUCTED. N1117HWEST CORNER SEC71ON 79. JOB NUMBER: C21-180 CALCULATED PER(R2) 0.0.0 SECTION OTR CORNER FOUND E- GUY ANCHOR Q CENTERLINE PVC POLYVINYL CHLORIDE PIPE Gilt of Everett y DRAWING NAME:C2118OC-TO-PL ❑ CATCH BASIN CMP CORRUGATED METAL PIPE R/w RIGHT-OF-WAY EVERETT Reviewed for Permit 08/30/2022 DESIGNER: DOS SECTION CORNER CALC'0 CB STORM DRAIN MANHOLE CP CONCRETE PIPE STA STATION DRAFTING BY: BJN o in - ®DMH REV 1-22-015 & REV II-22-006 • FOUND REBAR&CAP AS NOTED OSSMH SEWER MANHOLE EL ELEVATION ED STORM DRAIN 1-5 ® MONUMENT FOUND _ SCALE: 2 0, SIGN EXIST. EXISTING SS SANITARY SEWER UTILITYNOTE DISCLAIMER JURISDICTION: EVERETT ®WI, WATER METER Q TELCO MANHOLE E FLOWUNE SSMH SANITARY SEWER MANHOLE � WATER VALVE THE CONTRACTOR SHALL VERIFY THE THE TOPOGRAPHIC SURVEY WAS PERFORMED BY CDC, INC.IN SEPEMBER ._ WV 'TEL TELCO RISER IF INVERT ELEVATION SWIPE SOUR WALL POLYETHYLENE PIPE LOCATION OF ALL EXISTING UTILITIES 2021.ANY CHANGES TO THE SITE AFTER THIS DATE WILL NOT BE O 0 w R FH FIRE HYDRANT PRIOR TO ANY CONSTRUCTION. REFLECTED/N THE PLANS.ANY DISCREPANCIES FOUND BETWEEN WHAT IS Call 2 Business Days Before You Dig I I oPP POWER POLE Kq'Gv cas VALVE LOPE LINE CORRUGATED POLYETHYLENE TIN TYPICAL AGENCIES INVOLVED SHALL B NOTIFIED SHOWN T PLANS T WHAT IS 0 TREE DECIDUOUS PROPERTY LINE TAR TO BE REMOVED WITHIN REASSONABLETIMEPRIORTO BROUGH IMMEDIATELY TO OF I T SHOULD BE THE ENGINEER. 811 or 1-800-424-5555 Q- £ LIGHT POLE THE START OF CONSTRUCTION. Utilities Underground Location Center SHEET 2 OF 38