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

_ G2.02 MATCHLINE x R MATCHLINE P o �:- X k� r �� w w DJqD�pLIN P 1 17 » w `-$� CEDARRTREEE w 6 SD SD SD SD SD SD 16 O 5 SD SD J�I y�' �1� D��INE TOP LIGHT POLE U CV o TOP LIGHT POLE 6 El. 39.0 Q U 2 01 El. /38.17 � = PH1 .9g„ �P 1 .21 » 1 a � �y � I �x I 113 91 CPP (N) I 12. -12 CPP () Y ASPHALT p��pLINE x 3 oll -'11»CPP N w 60 DEC. TR EINE 0 C. ZREE MM IE 11.3 ( ) r fill 97» o o BUILDING x IE 11,3-12 CMP (N) (MILLTOWN SAILIN nB) O 7 - w I- GV pIp p - " \ 22 pIq p 'pLIN w " w �� CEDARR \\ a r 9p CEDARRTREEE GATE 11 pDIIqq z 6 0 3 > o 8� RAA t w P .45 6 U 0 EP O K I \ -- / I . - 0" TOP LIGHT POLE T (EVERETT YACHT CLUB) wV U ASPHALT ,6' TOP LIGHT POLE n EL. 38.20 TOP LIGHT POLE EL 39.07 ASPHALT ' w ` � V T P LIGHT 37.98 d pIq p �pLl�y N WAL � CEDARRTREEE d EM w ^ 6 ASPHALT I plA PLI E I DEC EE U AB 0 ACCESS P P P E 10 E Q�C PSO PSO PS P 60 3 wvo PSS O PS PSS PSS PSS SS PSS PSS ® sD gg MM 0 SO PSO 6 I w WV v OP 1M5 52TSPH15.66 wv w w w w P 4wg� P 1 �9#� L w 6 w w a o w w w w w W- N P�PES VISIBL I W-W-w-w aV w Ww W W w W W W T uW ss W w N W .VJ - ® 15.00 E EL. 37.71 F1i o�ss 33ssFUsE H s� UNABLE TO pIq p ss s �/p� T�sLI 11 -OS'C (W) 55��5s TOPL1�.61� w I'C4y' CEDARR 7 5 TOPL149D a E F I W -�» fW y LL E TOP LIGHT POLE s�� H ASPHALT E I 12.0-8') P F i P EL 37.37 T 121 .5 » gMH r Fl1EL I - 12:-C LOP13.2�6 (,S) TOP 1 C 1 D s° PSD P P 14.9 P 1 _9�p„Cpp 1 gMMH1144CC� a 1�1 EP12.M0H- P11 1gg4_7gg41 ((N W) P�� P 1 _ = I:-�0"CPPASPHALT UNPABLE3 0 OPEN a TOPL15.72 1M1 H.7-8 f )PSQ� IE I�: 15 N n P 19-fig' ( .8Ao Il,,EEL��LE TOA 2IFY PIPE (N) 1 _� W11: - 2" �N) WVOP1b:2 L 4 W VVH 15:V CPP E�) EX P P P P P P ALL-F PFO P 0 PP FO P" P _P LX a 8 8 �S ssMM gg vo E co J� Ss 3 E of PP PP X UNABlE0�0 A ESS E aE E TR G P ® © MP 6 SI 0 J J J DATUM: NOTES: B HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. 1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. CONSTRAINED TO CITY OF EVERETT VALUES. 2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO VERTICAL: MEAN LOWER LOW WATER (MLLW). LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. x CONSTRAINED TO DEA #3009. 3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A (EVT E009) AS BEING 17.083. COMBINATION OF THE FOLLOWING SOURCES: 3.1. 2015 DEA PROJECT SURVEY OTHER VERTICAL NOTES: 3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN DEA #3009 MLLW=17.083. DRAWINGS o SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' 3.4. SITE INVESTIGATION. _ P N SIDEWALK 3a 2 CC E�pppp � 9.07 IE J �FUEL LINE TO DOCK 8s SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. PLAN 0 a n SCALE IN FEET IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 20 0 20 40 RECORD DRAWINGS PROJECT ENGINEER: SCALE: PORT OF EVERETT owc. uo. � FED ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KESER NOTED G2.03 ^ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE z /j CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: y Port O✓ 3240 Eastlake aver»e>✓ WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP N0. ® ® ® Seattle, washing-98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF C" q 6-8-008-01 EVERETT p: 206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAwN ev cHEc ED BY PHASE 1 ENGINEERS, INC.-.pnd-gmee[s _ Q 7/7/23 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT ti P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED N0. PD-WP-2022-07 EVERETT, WA 98206 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: SITE TOPOGRAPHIC G R A P H I C SURVEY R V E Y DO (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. N0. DATE BY REVISION SHEET NO. 10 OF 48