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REFERENCE BASELINE <br /> CONTROL POINT �1 <br /> _.� '_' __ ' � i �x,„.:,.. . <br /> ; ' 1k ✓'*+' ' 2NQa STA 28+�� ,�_..� � Y F;_4,r ,. <br /> �, �-' i <br /> ���_f � N 368538.3766 "� � �k ," <br /> 1 E 1301537.3797 <br /> __ . ._._. __i i, i i I�I II � � � ��,.`.i�� 1 _....... _i ' ! <br /> , <br /> �.� <br /> I <br /> I i i I r _ <br /> I 1 i � I r �n <br /> � � �j �I �I : �� � .�A �..d6. _ i ��� �I -1 E I 1. J.I., .�'� c a ���_ r� . : �a _ i � ' ___. _.....:i ......... . � . <br /> C� f I <br /> J '_ - ', �__�.. �_ ,� _ '�' � ,._ . _..� __--� � � , , i ; � <br /> _ �-- -- _ �. -:. _.. �.-- � - ��-�,:��-� <br /> � 1 a� _�� d .�_..:..�d .� a� i. i <br /> . __. �_:_ � _ � <br /> � ��`��'�;-�� ; � I- Y;I � � � � � 1 � �- ; �, �-� ��T; � ; �� ," <br /> ,. � i : <br /> � � � � � <br /> ��- ' �,�;}-���� .� � ' , , i , w.� `� <br /> .� ��:�a:ax�-�.i��.,_._. :�....,., ,�.,,�'a;4k�W. )taa...�-,�����x*I�.�`:�"1rY"'"_�_"�w� '.e"�..:.�L�.-�s.._._. �'r�'� _..........."''.�;�..s.�-,�:a..._.�,S.i�� � ZQ �.�,��� -....� ' "�..,�,:,�� ._. ... ... .. ` <br /> • � � <br /> . ''�� 3RD STA 37+48.44� � ; W w s � ' `"" <br /> R'-�==„ � y It_�: 0 12TH STA 81+50 = ' �N m � ;� .'� � _ . ��o� ` <br /> � � ;; „ i' ""-- SOUTH EDGE OF ESPLANADE 3RD STA 36+09.92 < � ' i � � " ' + Y <br /> � r�_� R4MBLA STA 138+58.5 N 368387.2831 � I m : E <br /> NOTE: �P �""--� 3RD STA 32+40 ---- --- 1301164.2258 M N 368248.8495 0 �n g � � i s 9 � �° <br /> �t E 7301159.3990 ' � � g � ' �' t <br /> � � N 367947.1525 -- , .._._. _...i CURVE 4 Z o o � i , � �.: . <br /> FOR ADDITIONAL HORIZONTAL AND VERTICAL CONTROLS I � r � �,�so�2is.az25 1 2 T H S T R E E T� N 44'29'49" E N� z � 3 � ati=.�o� a ,; �t �,.i � , <br /> SEE NORTH MARINA REDEVELOPMENT SffE TOPOGRAPHIC 3 ! � ! IFAMBLA STA 137+86 7 87+00� 82+00 83+00 � � � ti;F'�F i � o'r <br /> S U R V E Y B Y D E A. D E C E M B E R 2 0 0 5, A N D S E E S U R V E Y � '' %� � ! ( ,+_ S 8 8'0 0'1 1' E a 9 - "9.P F � I il + n <br /> PT STA - 5+53.90 � <br /> CONTROL FOR NORTH MARINA REDEVELOPMENT BY DEA � :� � i i �R D S T A 3 3+7 0.5 0 � � 72TH STA B0+00 � °' F � `��"'��s y r � � '' M� � ' <br /> , M 367949 6092 � � �O ? � r'? O �- � 1ST STA 13+50 0 <br /> APRIL 6, 2004. ��=.x,� � 130114813fr�- ,i N 368254.0764 • ��� <br /> I��� �� � � � � � � t . �i f. + �v � j �o:� -9S, k � � N 3 030.2364 � � <br /> r f � � �j r\` E 1301�09.4901 z o W � M PC A � 24�87 �� � ��Z 'Y <br /> , , I & ST :. ..��� ..�_.: 'i �. �; � E 1� 1993.2876 � !. <br /> d ;.� � � � � w�-: � � � : n ro 74 � � :: _a } <br /> �''� � il'I Z._.__�-� �"«.....5,,� � I,� '!±`_-.� . <br /> I L��� c> cn �o T q 8 O N�368130.31876.�13TH STki 91+00.38 = � ,� ( � , ' <br /> . ��:� � l ... J � �v >n a 'a' a o A r s �. . .... �� �... _, _ . ,. <br /> W <br /> __. s , I � �_�__I pe�,A>�.m,�,.���„.� � �- `� S s t� 2ND STA 24+48.99 � <br /> 13TH STi� 95+44.12 �� <br /> i � ��� a � A S•� y E 1 3 0 1 4 7 3.7 0 0 7 .o <br /> t--- �� �,�-�,g i ,q t+)+�Z CURVE 1 a ,0 2 JO,, t S��. 1 S T S T A i f 2+4 1.5 0 WMVp STA 32+09.69 0 <br /> �+ RAMBLA STA 136+00.. � C u ♦ N 36792�:8026 --f- <br /> : �� `�� r.. `� �l_._y,^ � i N 367956.1603 � � ol S xp��+��9tC E 1301989.5068 0 . N 3679Q6.3399 �.,.,� . <br /> � i `-�,.al / � T9 6, �t` CURVE 2 ' E 13Q2432.9804 s� <br /> �', I�y,� r � � E 7300967.0795 � ,�_ N 68'00'71" W ,.� � •s F �p �' M •� <br /> : _-_-_�L _� �T�§ -- � 3x CURVE 366 � �.���- --�� �.��� ; " <br /> r \ __�� ��� __��_S��Ef� ____ +00 ,_137+00 _ +00 139+00 _ 399 ��y� +�0 89+00 90$00 97 00 92+� 93+00_ 94+00 _ 95+00 <br /> ,� . _ �-- <br /> ��,:-- , �. --- -- ----- ---{Rk�S��} ( o W � � �x � N 88'00'17" W o W N 88'00'11" W + p I. <br /> �k .. \ w ' ��0��� /� �� N �� �� ��� MI f <br /> -- __ __ _- . -- ' TBM -- __ _- - + =•�- 3 <br /> EXISTING 13TN STREET 4 J/ 14iH STA 107+46 ` CONTROL POINT #3 W M�'a�, N�,O1n 5�P � W N�6� \ 'W �" <br /> RI6HT OF WAY UNES . p 3•' N 367715.8182 i- „s•� -' Q '� Q o Q�' II � o \$ �'t;+ W � <br /> TO BE VACATED „ x'� E 1300966.7079 0 o p o�Z Q a o ?� � Z, ' <br /> � C i-- o z Ij°M � <br /> � -- � r.. <br /> • ,_, Z Z 14TH STA 111+86 = cn � s � '` ,(L i <br /> 14TH STA = 100+00 �': • N4367722.2299 62 i; I M M� N� NND67700.4 59 � r^I P„� . .� \ `t � �;. <br /> x (L r <br /> f . t......_ w�' Q � <br /> N 367741.8135 x � r E 1300782.8196 � E 1301406.4407 p ? o <br /> E 1300221.1593 '�, � ��� ' 14TH STREET 14TH 3TaEET \ � +1 u~i� <br /> � iST STA 9+00 + o <br /> I���`= � 101+0 102+00 703+00 104+00 .105+00_ �-00 _107+00 108+00 109+00 11 +00 1 1+00 1 +00 113+00 714+00 115+00 `116+00 117+00 o N 3 6 7 5 9 6.6 3 6 7 �i � � `� � , <br /> _ _, � _"� a�-- m o N 88'00'71" W p <br /> E�. r ^ 3 3 �3 3 � ,p� r E 1302035 6390 � I s <br /> ���_ _..__ � � � J �� �� 14TH STA 109+90.50 = \a, �a, 14TH STA t 12+78 14TH STA 117+67 = �- � a� o ; �y <br /> we ? � � .,; � �, �� ��� 3RD STA 30+00 ��� ��� N 367697.2800 1 ST STA 10+00 `�s� ,,,. `'"�' •�'� '"�. � + I �� <br /> � ' � � � o,� o,� N 367707.2983 : o,� o� E 7301498.3348._\ tJ 367680:4493 ;� � j � rn � [: <br /> b . . <br /> �.�' _ � \ ; � •--'-'� �. ''� E 1301211 0594 � � _' �P�1.0915 �$ F ,,.--.,.�.- ; _ .. °r � "' <br /> � � � c�o c� o � c�o c�o i ' . <br /> ` \ , . � <br /> � �/ I� �� � i\ `� i -F-�---- �==�'r-."`"' .y���-�T a•N' --- 6.�,.. 1 - :� � .�: ;,-ai a'� �a�..�,�..�-- --j �nT - 'a-+_�_?-�-��„�-^� -�- -- � -- � � o r.. <br /> _ <br /> ` -- <br /> . - . . <br /> y - --�- - - _ �_ , <br /> , � <br /> _ , .. .: ._ -.y . . _ --�_�-..� �- - �s---_ __ _ _. . __. <br /> . <br /> � --- _- - - - - - - ---=- <br /> - ---.------_--- _ _ _ . _ <br /> ,� �='- �-�-- , _ ----=-- � --��� - � _---��.G� �� �� ,� •.' " =�.,,-�-- �- - - �• . v <br /> -_ _ - <br /> � -; ` f <br /> �� , � . �.,4.-_.-_�-��"�_...� �..--� �... _-�. ? -` __ �-�-T"_'�- �_:�._ � :�_ .� . '� .���i'��-` �i'�'�•,"�-=�,��_:..__,� '- - l� .w.S, ..,..,,.,«.. ,�.,,.�....,,. w. __,.: � I.4' <br /> ._-_ffi �._..._.-_ _.. ' -`- .� � <br /> � _ „�- ...__ � . . . - > <br /> . `\ � � '" � . . ', <br /> RAMBLA STA 140+54- 14TH STA 110+94 _. ... "" ' "'=`"" , , REFERENCE <br /> HORIZONTAL DATUM: 2ND STA 22+40 N 367703.6917 - I o � CONTROL <br /> THE HORIZONTAI DATUM FOR THE NORTH MARINA REDEVELOPMENT PROJECT IS NAD 83/91 N 367940.3401 E i301314.4965 i��•��� < "" � 1, POWT #2 <br /> E 1307414.8038 <br /> THE PRpJECT COORDINATE SYSTEM IS STATE PLANE GRID COORDINATE SYSTEM, WASHINGTON NORTH � � �...e,.[,- � N i i (NOT ON STATIONING LINE) <br /> ZONE, PROJECTED TO STATE PLANE GROUND COORDINATE VALUES USWG A PROJECT SCALE FACTOR OF PRO.JECT CONTROL AND ALIGNMENT PLAN ` k ' � <br /> 1.0000515777 (0.999948425). THE ORIGIN FOR THIS PROJECTION IS NORTH 0.00, EAST 1,640,416.665. I� . ��, <br /> � � N SCALE: 1"=100' � �"� 1 .�w,d,� � .,�..�k I o <br /> ;.., , <br /> TWO SURVEY CONTROL POINTS TO BE USED AS A REFERENCE BASELINE ARE: --r�- � '. � �� � <br /> #1) CITY OF EVERETf CONTROL MONUMENT "E009 1991" - 3" ALUMINUM DISK IN CONCREfE MONUMENT IN CASE. �`;`� � ,, � "' � '. �� `V i.,•x� <br /> NORTHING: 369693.2637 } -�- i <br /> EASTING: 1300649.3977 (i('3 <br /> CURVE DATA "=- j�� r � i o <br /> #2) CENTERLINE R/W MONUMENT AT THE INTERSECTION OF WEST MARINE VIEW DRNE AND 14TH STREET - 4" DIAMEfER � i � I ' � � + +- <br /> CURVE P.I. STATION DELTA ANGLE TANGENT RADIUS LENGTH � i j � <br /> CONCREfE MONUMENT WITH LEAD AND COPPER TACK, 0.50� DOWN IN MONUMENT CASE. fi�`� � ; � 1 - Ft N� i- � <br /> NORTHING: 367511.0631 1 12TH 83+49.30 42'30'00" 35.00' 90.00' 66.76' ,I�-i , i �. . � ; ` <br /> EASTING: 1302438J269 2 13TN 87t87.04 4230'00" 35.00' 90.00' 66J6' ��i ! i �-�:: i <br /> 3 2ND 23+73.28 42'30'00" 35.00' 90.00' 66J6' 1� � ' ; ' a : � <br /> a VERI7CAL DATUM: �, � .I . � � �, <br /> 4 2ND 25+20.52 42'30'00" 35.00' 90.00' 66.76' <br /> <� THE VERTICAL DATUM FOR THE NORTH MARINA REDEVELOPMENT PROJECT IS MLLW (MEAN LOWER LOW WATER) TIDAL DATUM. i I � � i � � ,,,, � """` ��a 4 <br /> N THE PROJECT BENCHMARK IS THE NGS BENCHMARK Q457. LOCATED APPROXIMATELY 860 FEEf NORTH OF 10TH STREEf ON I��� � Ijl � �M y'� `' <br /> THE EAST SIDE OF WEST MARINE VIEW DRIVE, APPROXIMATELY 2 PEEf SOUTH OF A POWER POLE NUMBERED 1 15. �� � <br /> < # / (i � i � i �a t: � : <br /> THIS BENCHMARK IS A CONCRETE MONUMENT WITH A BRASS DISK MARKED NATIONAL GEODEfIC SURVEY, Q457, 1973. TBM CONTROL POINT 83_ �;p �{:,4,;' � <br /> � FOUND SURFACE BRASS MONUMENT WITH PUNCH, � i � �' � � i <br /> �' BM ELEVATION=17.72 FEEf. MLLW DATUM ALONG THE EXISTING CENTERLINE OF 13TH STREET. � ' � ' � � � � ' � "'''� <br /> � (DEA POINT #55) I!� �....___ f i� �', <br /> E EOUATIONS TO OTHER DATUMS NORTHING=367949.4413 1 _ i'� �:h� � � ' <br /> ` CITY OF EVERETT DATUM (NAVD 1988)=PROJECT DATUM (MLLW)-2.25 EASTING=�300865J083 <br /> � ELEVATION=16.26 FEEf scn�E w FeEr <br /> �, USEFUL TIDEWATER ELEVATIONS (MLLWI <br /> � MEAN HIGHER HIGH WATER (MHHW) 11.11 FEET 700 o t00 200 NOTE: �I�-�^I <br /> o MFAN HIGH WATER (MHW) 10.25 FEET <br /> � MEAN LpW WATER (MLW) 2.80 FEEf ADJUSTD3C LES A CORDINGLYn <br /> � MEAN LOWER LOW WATER (MLLW) 0.00 FEEf <br /> � '� PR�E�T��'"EER: S°A�: pORT OF EVERETT DWG. N0. <br /> a � • � � • ' a,�,N�KU H. KUYPER 1"=100� G1.4 <br /> ��`�F F DESIGNED BY: DATE: <br /> � PO�O y = l=9 R. AWAD AUGUST 4, 2oos NORTH MARINA REDEVELOPMENT CIP N0. <br /> 728 �34th street sw�su�te 200 ; o�,„,N 8.,: �„E�KEo�,: INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> N A 3 16 07 CONFORMED SET ADDENDA 7-4 �9 � J� �`'v'� D. OLSEN . KUYPER PROJECT <br /> ^ P.O. BOX 538 Everett.Washington 98204 Q �4�06 PERMIT APPROVAL/CONSTRUCTION 'o�Bs/ONAL EN�� PPROVED BY: � P R 0 J E C T C 0 N T R 0 L A N D No. PD-N M-2005-06 <br /> �R�, WA 98206 Ph: 425 741-3800 �� e A L I G N M E N T P L A N <br /> � (425� 259-31 fi4 N0. DATE . BY REVISION N0. DATE BY REVISION IXRRES �43��$�09. <br /> � JOB No. 21-04-075 . <br /> SHEEf N0. 5 OF �(�p <br />