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m C' < ,< m C o. < o � v� 3 0 w N CD N N G2.04 MATCHLINE w N z DATUM: C,HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. < CONSTRAINED TO CITY OF EVERETT VALUES. VERTICAL: MEAN LOWER LOW WATER (MLLW). CONSTRAINED TO DEA #3009. l (EVT E009) AS BEING 17.083. I OTHER VERTICAL NOTES: DEA #3009 MLLW=17.083. SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. NOTES: 1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. 2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. 3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A COMBINATION OF THE I FOLLOWING SOURCES: 3.1. 2015 DEA PROJECT SURVEY 3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN DRAWINGS 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS 3.4. SITE INVESTIGATION. EL. 44.11 �17 x x x x x _x_x �x- 16�/ i 16 TREEI TRIEEINE 16 _ G2.04 MATCHLINE w z J 00 =o a �- a 1 12. - PVC (NW) (\ I l . 22 20 18 l GATE x x x x x x x x x x x x� �x x x x x x L5 Cr Cr p EL. 38.46 CD CD of o H N \ H LD LIGHT EL. 43.68 EL. 52.91 �� F nn (� qq D_ EP EL. 51.70 EL. 52. R 84@ 21 -8�3s„ (e)&W EP LLN NT I EP o x (V EL 45.82 EL. 52.75 LD EL. 49.68 EL. 53.30 EL 51.59 EL. 52.88 EL 59.77 ;s ss ss55 _ YACHT CLUBS N EL. aa.a7 EL o9.33 - OE - EL_ y .390E T7 ,� EL�56.81 EL. 59.fi4 EL. 55.31 EL. 62.79 a DE T T T EL. 56.81 - SS - SS� jx - SS S SS SS - S EL 46.12 x x fit' - ��-x - ��- • M- » T - - of - - of - OE of - - of - of - of �S �>- -oE- SSc- OE OE - - OE - - OE 0 OE OE oT - OE oT 0 DT OE - oT - OE oT DF,- -6T OE _ �1 0_ ->; T �6T - 0 --D€ v° c�.� v v v v a EL. 40.32 \ _ EL 44.98 EL.38.39 EL. �p a E -QIE- - -TEE- -OE- OE- - -pE- -OE -0E- - p �Q( EL. 49.70 EL. 53.47 EL. 51.63 52,90 EL. 42.27 ` w�� EL 56.80 EL. 44.70 J EL. 37.30 \ 3.0 63.72 \ +E'W) EL. 49.13 I EL. 51.51 W �i `STOIC SIN / I EL 51.79 EL 56.60 EL 55.15 W EL. 53.60 EL 52.99 X.- I IFAI CTA�ON EL. 56.77 EL 59.41 EL 51.51 w w w w w Y+h T15Yti T EL. 63.03 �' cl F p w w w w w w x x w Ix x �C x 1 w w p w Q / EL. 59.22 w EX � i s N 'I x x�x�� x x x x AXX x X = l LIFT STATION x /lo o OE -OE- - -OE- - -OE- - E- - JOE ww� I l N EL 40.25 o0 p � i EL. 36.84 I I � � I o � I � ucNT EL. aa.1D P�, N I � ABOVE GROUND CONDUIT r I= I C7 /I Q Ps EL. 39.53 JI J � ( SD SD SD ; J WEST BOATYARD �. I EL 4a.as N p I 1 12. = 'PV E) I 13.1= ' VC W) 5 U l 6 EL 33.49 w \IjyI�\ w Z v EL. 41.49 U 0 ~ N H T I H N Wi I x p �` I /< U' MATCHLINE Exo _ _ B u I L D I N G _ _ _ _ _ _ _ _ _ MATCHLINE E;G2.06 - - - - Y 1 o�i / r� GATE % 2.06 a PLAN D SCALE IN FEET N Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 20 0 20 40 PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. oHIND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY BRUCF J. KEISER NOTED G2.05 PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ,� ewasx N %% CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. . ° i DESIGNED BY: DATE: c¢.1 PortV ® ® ® 3240 Eastlake Ave°ue E WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, $ �P C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP N0. v Seatde,Wzslilngton98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF �P 1 6-8-OOB-01 I EVER TT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: PHASE 1 n ENGINEERS, INC. _.Pnd° gi_..c m AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN . vF 32789QEo �� G. DEAN C. CASTONA PROJECT P.O. BOX 538 QO 7/27/22 JBK ISSUED FOR BID NAPPROVAL FROM PND. THAT WOULD CONSTITUTE ALSO NOT TO BE USED FSSAONAE ECVG\ APPROVED BY: SITE TOPOGRAPHIC SURVEY NO. PD-WP-2022-07 N EVERETT, WA 98206 I. (425) 259-3164 DIRECTLY OR INDIRECTLY TO HIND.N0. DATE BY REVISION 8/� SHEET N0. 12 OF 48