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_ G2.02 <br />MATCHLINE <br />G2.02 <br />CB <br />� I �2°�pp MATCHLINE <br />M P 1 I� 12 2 PP (W) �S � 2 pIq p �pLIN <br />CEDARRTREEE z <br />11: 1CPP (EJ <br />� 6 "w� = O <br />6 ' pIC pRIPLINEtT.1 LIGHT POLE D SD SD SD SD D SD SD 50 SD SD sD TOP LIGHT POLE 66 DE TREE EL 39.0 Q <br />Q _ <br />O I EL. 38.17 <br />z MM O 16 � <br />= PH15.9g P 1 1 „ >>a P 1 _5 „ _' i <br />�t I 11.3-12"CPP (N) IE 12. -�2 CPP (t�) ASPHALT�; X I LLL <br />�M 5 g Y p DR�pL ■ <br />MM IEj1�3-g2"CPP (N) I w 1l� �1C �INE �� C.7REEINE 1 <br />Y PH1 97„ (MILLTOWN SAILIN L-B) UC Ed <br />I 11.3-12 CMP (N) �J `� <br />w � <br />11 DIq p - 22 pDIIqq] ��ppLLIINN <br />w g D 11 pIq ' - 8� CEDARR \ P 4 5A CEDARRTREEE <br />EPo 0 0 8� CEDA i I -0" 6 GATE <br />D <br />I \ <br />TOP LIGHT POLE TOP LIGHT POLE <br />A7P1 <br />TE <br />�� H <br />I� OH ( ) <br />(EVERETTDYACHT CLUB) <br />U ASPHALT - 6 TOP LIGHT POLE EL. 38.20 <br />EL <br />T P LIGHT POLE EL 39.07 ASPHALT , e ° 38.24 <br />m E1.37.98 A W L �B�5 CIEIDAORIp)Ji�E <br />o 16 ASPHALT pDIIA ppLLI R TKtt <br />E a 6EC. EE U AB 0 ACCESS <br />E � <br />P p p 1 7 Q50 PSO PSO PS P <br />O PSS PSS PSS <br />SS PSSSD-� PSS P PSS P S <br />SpM o Pso o 's <br />D COP M5 52 TOP H15.66 P 1 _ II <br />w w w w w wg� wH " w w o w w w w w W <br />N PPIPES VISIBL <br />�w-w-w_w aol w w_W w w w w w w wu� w w w - <br />OR 15.00 <br />o 55 SS SS 55 SS SS S5 5 S r L EL5SP7.71 SS SS _� ( <br />3 EEUUEE MMHH UNAFBFLgES TO pIq NN <br />1 1 -08"'C (W) I TOPL15.61� w FCT49 CEDApR i vAU L75LI P p <br />R TOP 14.9 <br />„ v 3 s I 12.0- ) � i OP LIGHT POLE H - <br />ASPHALT SMM FUF EL.37.37 \ <br />T 1 -5 " OP H1 g 3 TOPL 1. r o " sD p sD P p p e } I - <br />-'� L 13.2�6 (,S) C 1 P 14.9 P121 _91�p„Cpp <br />U����H14�3 FIU F12. �-{ P11 1gg4-7ggQ ((N W) �P� P 1 12:-10"CPP(ASPHALT � 15 <br />NABLE 0 OPEN a s TOPL1�.72 11 H.7 8 l )PSQ <br />�\ 15 P���9E p(�j�RIFY PIPE (N) 14. fpH <br />1 _82"(,W) dpP1572 ULL aF WATER 1� - <br />D p v EX p p p p p p p P <br />/P �pNJ-p pFa p pp FD pp FD p pp sMMp p116g11 p g g <br />ss 3 Ep o `p EX D 16 UNPABLEOTO A CESS E aE a TR N p E "�Mp <br />0 <br />0 <br />0 <br />LD <br />x <br />J <br />J_ <br />E <br />D <br />.6 DATUM: NOTES: <br />D HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. 1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. <br />I <br />CONSTRAINED TO CITY OF EVERETT VALUES. 2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO <br />VERTICAL: MEAN LOWER LOW WATER (MLLW). LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. <br />w CONSTRAINED TO DEA #3009. 3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A <br />o (EVT E009) AS BEING 17.083. COMBINATION OF THE FOLLOWING SOURCES: <br />3.1. 2015 DEA PROJECT SURVEY <br />o OTHER VERTICAL NOTES: 3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN <br />DEA #3009 MLLW=17.083. DRAWINGS <br />SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS <br />o DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' 3.4. SITE INVESTIGATION. <br />a <br />-p <br />N SIDEWALK <br />C�pppp � � 22 CC <br />9.07 3� IE"8.9P <br />J FUEL LINE TO DOCK <br />SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. PLAN <br />o SCALE IN FEET <br />N <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 20 0 20 40 <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />oPND <br />ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />BRUCF <br />J. KEISER <br />NOTED <br />G2.03 <br />DESIGNED BY: <br />DATE: <br />Port <br />C c�asxi ,(F <br />° ,s <br />■ ��� <br />v <br />O <br />3240EasdakeAvenueE <br />® ® ® Se W.shmgN,n98102 <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />. b <br />�P $�P <br />C. WIEST <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />CIP N0. <br />6-8-DG8-G1 <br />DRAWN BY: <br />CHECKED BY <br />I EVER <br />tde, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />PHASE 1 <br />TT <br />N <br />P.O. BOX 838 <br />P:206.624.1387 <br />ENGINEERS, INC. w pnde giDeees <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />, rF 32789 Eo �� <br />FJ, C� STEM` V� <br />G. DEAN <br />C. CASTONA <br />SITE TOPOGRAPHIC SURVEY <br />PROJECT <br />NO • PD-WP-2022-07 <br />APPROVED BY: <br />N EVERETT, WA 98206 <br />T, WA 98 <br />8 <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />`rAONAL 0� <br />SHEET N0. 10 OF 48 <br />n EVER) <br />DIRECTLY OR INDIRECTLY TO PND. <br />8/(D <br />NO. <br />DATE <br />BY <br />REVISION <br />