1001 14TH ST 2024-03-01 - Laserfiche WebLink

x< :m a m' m c ,< < m C o. < o � 3~ 0 00 N CD G2.01 MATCHLINE I I W MATCHLINE DATUM: z "LF HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. N CONSTRAINED TO CITY OF EVERETT VALUES. I N I a cD VERTICAL: MEAN OAE#30 WATER (MLLW). CONSTRAINEDSTRAINED TO DSQNP\( x I it (EVT E009) AS BEING 17.083. OTHER VERTICAL NOTES: x l DEA #3009 MLLW=17.083. 3 SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. I I o x DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' I SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. I I c>I \ h � NOTE TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. I o 2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO I EL344.78 LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. 3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A I I x EL. 39.15 COMBINATION OF THE FOLLOWING SOURCES: 5 3.1. 2015 DEA PROJECT SURVEY G p5 EL. 45.25 3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGNDRAW GS 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS 12 B 3.4. SITE INVESTIGATION. - �" � �4XE6M E0 X EL 42.37 I U. 44.00 I o x �, ggMM 1155 - V � P Q N P LOP1H3.6.85 1 3 ;G R v E P1122 p C RRqq I 12: - "PVC h �� AS SDS I P III PSO EL. 36.36 1 " SD Sp 5D sD 5D SD SQ G G G G G G G G G p G LIP o N AS NAG o PO 3 E P 18-38"'PVC S� � Q� \ 6 O P, S Q LIGHT EL. 43.74 IEL. 39.52 I 13. Q N EL. 53.44 I w 16 D O P EL. 48.54 EX V I EL. 48.87 EL. 45.65 EL 53.18 q EL 51.70 ss EL 549.0 EL. 5L.. 51 EL 48.26 EL 53.48 EL 49.06 EL. 53.39 5s ssEL. 51.73 Ss 5s s5 ss as ss �'�js ss ss ss EL 51 89 9s ss OE s ss S s H -pE- - -OE- -OE-OE OE -OE -sOE- OE OE _ E OE- -� 0E- ggqp� - O OE - - �4E P 1558 _ -DE- - =pE - -OE' - xP x x- L12.4 �-OE- OE _ EL 52.07 - OE - - OE EL 53.59 - OF E "� O P H 0 0 j x x 5° x x x x x x xx El. 49.00 \ 1 6' CLF r' CLF xx x- EL. 51.93 EL 48.87 EL 53.56 EL 53.47 El. 48.05 rX, 5 5 N EL. 52.23 EL. 51.82 EL. 53.32EL 41.17 I 1D.y ,E,N o I 12-48"'PVC (N,E) C) w w w DIA DRIPLINE w 8" DEC.TREE LIGHT El. 39.55 V) � 3 11 p� �1 UUEE�� ILIIpp,,__QQCC ��ggSS cp /I� 6p DEC. INE EP (7YPICA�)'oCFUEL V C 6 o ¢ I� / = J O -r 6 cD C U % 1 (W) ES '`-�p CEDARRTREE ``' I 00 �4 TOP LIGHT POLE TOP LI T P E VENT ESS Cp�ER 1 EL. 39.23 38.s &CAR VAULT I d N w P� w z 0 J O I P P = O (V Q (D 0 MATCHLINE_ o G2.03 - - 19 ra / IFY=��i� 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. NO. oPND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY 9RUCF J. KEISER NOTED G2.02 PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ,� ewesH N %% CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. . ° i DESIGNED BY: DATE: L) or V ® ® ® S2 tdE, .t h AN, u981 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, $ �P C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP NO. v Seatde,Waslilngton98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF �P 1 6-8-008-01 1 EVER TT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY PHASE I N ENGINEERS, INC. _.Pnd°ngine°es.c m AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ,. vF 32789pEo �� G. DEAN C. CASTONA PROJECT r P.O. BOX 538 p0 7/27/22 JBK ISSUED FOR BID IN ANOYVMANNEER THAT WOULD CONSTITUTE AL FROM PND. DRAWINGS ARE ALSO DEOTRIMENTT TO E USED FSS�ONAL Ew\ APPROVED BY: SITE T 0 P 0 G R A P H I C SURVEY NO• PD-WP-2022-07 N EVERETT, WA 98206 I. (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. NO. DATE BY REVISION SHEET N0. 9 OF 48