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

G2.04 G2.04 MATCHLINE MATCHLINE w w DATUM: Z oC-� Q- HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. J o U V 0 a CONSTRAINED TO CITY OF EVERETT VALUES. a VERTICAL: MEAN LOWER LOW WATER (MLLW). CONSTRAINED TO DEA #3009. (EVT E009) AS BEING 17.083. I 12. - PVC (NW) (\ I OTHER VERTICAL NOTES: I �1 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. 22 2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. 20 3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A COMBINATION OF THE FOLLOWING SOURCES: FG: 18 N) 3.1. 2015 DEA PROJECT SURVEY ;S) 3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN DRAWINGS 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS 3.4. SITE INVESTIGATION. s EL. 44.11 -%7 x x x x x x x 6 GATE \ 16 x X-x-x x x x x x x x x x x x x x x x x x x x x x x x x x i 1 16 / I CSO CSo CSo Cs0 C50 \ 6p PINE TREEI ` � D WkINE 6 ° a ° G c c c c c c c c c c- e i o CD 0 EL 38.46 U' H \ LIGHT EL. 43.68 EL 5191 52 9 I ��1- o EP EL 51.70 EL..5z.as `•� AO 7T EP EP EL 45.82 EL. 52.75 X � FEL. 49.68 EL. 53.30 O EL. 51.59 EL. 59.77 EL. 5z.ee YACHT CLUB S N EL. 44.87 .s S� ss• ss s�s� El. 56.81 EL 59.64 EL 55.31 EL 62.79 v- / EL v4E.33 OE5:3 OE L-�€ M T 7 ,�. -� EL 5g,g7 SS S SS S �� SS SS S �S- EL. 4fi.12 A �OE xx ��-��X 6E- 7 OE- fiOEI- OE- OE- OE- OE OE- OE �F =0^ S� OE -OE OE - - OE - 0 OE _ OE E T or - OE=r or OE or _01EO7- -ar ^` > a>� r ^6r P�v EL. 40.32 -pE-°- \ LD ER V EM EM E EL. 44.98 T EL38.39 EL. P P E - OE �E - OE - OE - OE - - OE - OE - d( EL. 49.70 52.90 EL. 42.27 N \ �E'W) EL. 49.13 El. 53.47 EL. 51.63 EL. 51.51 w STO- SI EL 56.80 EL 44.70 I EL. 51.79 EL. 56.60 � EL. 37.30 EL. 55.15 EL. 63.72 EL. 53.60 EL 52.99 EL 51.51 x a I T ON EL. 56.77 / El. 59.41 w w-�Wy EL. 63.03 w x x x x w w w w w/ WM � EL 59.22 O ',J� Ex I � x x 7 x CL� x x x % x x x x I I � I �IFT STATION o- -oE- - -oE- - -oE- - of E joE / o W = EL 40.25 � / EL. 36.84 0l I fplLER JR Q � � �El / � I x to o ABOVE GROUND CONDUIT y / FLIGHT EL. 44.10 y P 5 � EL. 39.53 � I SD 5D 5o ER WEST BOATYARD h ER E J EL 44.45 I I ') I 13.1- VC (W)12. p oI EL. 33.49 I 4 Ix lER� ER o �P Z v 4 EL 41.49 �i I �r U I ('i I,� > 0= v o x = 0 1J C) �'I \T ^ I C O m w I I v� I I /� x MATCHLINE EX ZI _- g u I L D I N G / R MATCHLINE 1 G2.06 - - r��,��^ GATF - - - - - - - - - j 2.06 i PLAN a n SCALE IN FEET IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 RECORD DRAWINGS N PROJECT ENGINEER: SCALE: PORT OF EVERETT DWC. NO. 2 PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED G2.05 PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE z CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: y Port O� 3240 Eastlake avenwe>✓ WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP N0. 0 ® ® ® Scattt,,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 BY CHECKED BY PHASE 1 ENGINEERS, INC.-.pnd-gmee[s _ Al 7/7/23 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT N P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED NO. PD-WP-2022-07 EVERETT, WA 98206 QO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: SITE TOPOGRAPHIC SURVEY (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. N0. DATE BY REVISION SHEET NO. 12 OF 48