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<br /> REFERENCE BASEUNE
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<br /> � $
<br /> -- . .. - �o � x �- .� $
<br /> �_� .= 3RD STA 37+48.44 . , •� W o w i �
<br /> 0 12TH 5TA 81+50 = i �`
<br /> � SOUTH E4GE OF ESPLAryApE o �� � { �o�
<br /> NOTE• � _ ,^ N 368387.2831 3RD SCA 36+09.92 E --
<br /> : - _� t301164.2258 M N 368248.8495 � �,°�' I � ��
<br /> E 1301159.3990 ��� ¢ N o o I
<br /> F O R A D D I T l O N A L H O R I Z O N T A L A N D V E R T 1 C A l. C O N T R O L S, � � T 2 T H 3 T R E E T� N 4 4'2 9'4 9" E z � �
<br /> SEE tdORTH MARINA REDEVELOPAqENT SfTE TOPOGRAPHIC 81�00� 82+00 83+00 � FT �o i�`'
<br /> r�.�.. N + r
<br /> S U R V E Y B Y D E A, D E C E M B E R 2 0 Q 5, A N D S E E S U R V E Y � ( S 88'00'tt" E N 6 P T S TA = 5+53.90 F S' � �`
<br /> CONFROL FOR NQRTH MARINA REDEYEIAPMENT BY DEA, �� � "�� � ao �"O �?� � X- iST A 13+50 � "�`o
<br /> APRII 6, 2004. � � �� 9 � N 3 030.2364
<br /> � I � - - I 12TH STA 80+00 o�w ro M � B3, �X PC STq 2 ' -Op2 `�,��% E 1 1993.2876 � $
<br /> : E � N 366254.0764 �N� �� "� �/ 8�.1q _3 �
<br /> � � I ��� E 1301009.4905 �r.�.t a it � �
<br /> � � 1 A 85+06.8 - L_ �
<br /> I- �� r_ � w N r ry�` �S ��� 2ND STA 24+48.99� �
<br /> Q o a tn Tq `S'R DO�y N 368130.3187 13TH ST�t 91+00.38 = 13TH ST 95+44.12 i
<br /> �olZ CURVE t a ,o � S3 s E f301473J007 lST STA 2t4i.50 {�
<br /> �' �'r �'� � N 36792 . 6 w�ND 32+�9.69 a
<br /> � �"�� �I `�' �p��`e X9� CURVE 2 E 130t989.5068 o N 679 3399 €�
<br /> y _ _�, N 88'OO�t 1" W ro 9� s6 F Op��' -t- E 1�24 2.9804 k M
<br /> ; � - -- - - �v� �3. CURVE 3�-,�-"-i3TFf.�TREEY M i'.3TFt`�T� - �
<br /> 13TH STREET 3+00 PI STA = 32+40.00 "�Ty .y`.° �*�D 89+00 90+00 91 00 92 0 93+00 94+00 9V 00 �
<br /> (RAMBLA)� o o W '9� xy N r� as•oo'i��w a
<br /> °'�- . -� � o W �+t` - �^ __ � _- -- �� _ �N asoa';,~ w { o
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<br /> IXISTING 73TH STREEf ' � ' -_ *_ �-_ -_ 14TH SfA 107+46 +CONTROL POtM //3 M LZIJM'� �N�_ g�P/ ro W�'� �+ �'�~ � � ��
<br /> RIGHi OF WAY t1NES N 36T715.8182 �' p Q =° a �' u � p c ` ~ "� W
<br /> TO BE VACATED � E 1300966.7079 Q o0 0 �oo Z e Q' slCo F�
<br /> _ � t4TH 5fA 705+62 � M� Z N N 14TH STA 111+86 = c~i� �+�Z 1 "� �
<br /> 1 4 T H S T A - 1 0 0+0 0 • N 3 6 7 7 2 2.2 2 9 9 a 2 N D S T A 2 0+0 0 r r <
<br /> E 1300782.8196 � N 367700.4859 a I � o �
<br /> N 367741.8135 ! � E i301406.4407 14TH 3TREET +1~
<br /> E 1300221.1593 � 14TH STREET
<br /> ' D 10�-0 102�00 . 7�3t00 10�4+00 1,� O5t00� 00 �107 00 108 Ot � - 109 Ot- 0 . 11 00 111�00 11 +00 113 GU 114+00_, 715�_00 `716�00 . 117 CO x ��T STA 9}00 M
<br /> - ���- 3 0°� � o N 68'00 11 W O N 367596.636t
<br /> l 3 3 . 3 ��a E 1302035.6390 C
<br /> Q a, �� 14TH STA t09+90.50 = o a, �a; \14TH STA 112+78 14TH SfA 117+6t =- � e
<br /> � r W � 3RD SfA 30+00 � �`r N 367697.2800 1ST STA 10+00 �`�s, o .�
<br /> �: � ` � o�,r, o�,� N 367707.2983 . p�°' '""��' <" �y +
<br /> �n o,,, E 1301498.3348 N 367680A493 E �
<br /> Y O Y O E 1301211.0594 -'� -'� . . ��_p^' �.09t5 " N
<br /> ` • � _ _' _ __ �� � V - � ' C.'J O �Q f�i
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<br /> t4'FH SfA 110+94 REFERENCE
<br /> HORIZONTA! DATUM: N 367703.6917 p BASEONE
<br /> THE HORIZOMAL DA'NM FOR TNE NORTH MARINA REDEVELOPMENT PROJECT IS NAD 83/91 E ?301314.4965 o CONTROL
<br /> ' }t POfNT 2
<br /> THE PROJECT COORDINATE SYSTEM IS STATE PLANE GRID COORDfNATE SYSTEM, WASHINGTON NORTH �
<br /> ZONE, PROJECTED TO STATE PLANE GROUND COORDINATE VALUES USING A PROJECT SCALE FACTOR OF PROJECT CQNTROL AND ALfGNMENT PLAN � -� , t (NOT ON STATfONING UN�)
<br /> 1.0000515777 (0.999948425). THE ORIGIN FOR THIS PRWECRON �S NORTH 0.00, EAST 1,640,4t6.665. � -
<br /> 0
<br /> N SCALE: 1"=100' ' �
<br /> iW0 SURVEY COtJiROL POINTS TO BE USED AS A REFERENCE BASEIJNE ARE
<br /> �7) CCFY OF EVEREFf CONTROL MONUMENT "E009 1991" - 3"ALUMINUM DISK IN CONCREfE MONUMENT IN CASE. ( � N 4
<br /> NORTHING`. 3fi9693.2637
<br /> EASTIN�: 1300649.3977 1 "'
<br /> #2) CENFERLINE R/W MONUMENT AT THE INTERSECTION OF WEST MARfNE VIEW DRIVE AND 14TH STREET - 4" DIAMEfER CURVE DATA ( ..... o0
<br /> CONCRECE MONUMENT WITH LEAD AND COPPER TACK, 0.50' DOWN IN MONUMENT CASE. CURVE P.I. STA110N DELTA ANG.LE TANGENT RADIUS LENGTN �` � � [ N�
<br /> NORTHWG`. 367511.0631 1 12TH 83+49.30. 42'30'00" 35.�0' 90.00 66.76'
<br /> EASTtNG: 1302438.7269 2 13TH 87+87.04 42'30 00" 35.00' 90.00' 66.76' �
<br /> 1 �
<br /> VER7ICAL bATUM: 3 2ND 23+73.28 42'3U'00' 35.00 90.00' 66.76' � �
<br /> THE VERTICAL DATUM FOR iHE NORTH MARINA REDEVELOPMENT PROJECT lS MLLW (MEAN LOWER LOW WATER) TIDAL DANM. 4 2ND 25+20.52 4730'00" 35.00' 90.00' 66.76' (
<br /> s THE PROJECT BENCHMARK IS TkE NGS BENCHMARK Q457, LOCATED APPROXIMRTELY 860 FEEf NORTH OF tOTH 51REEf ON � g ( ; � �� APPROVED
<br /> � 7HE EAST SIDE OF WESf MARINE VIEW DRIVE, APPROXIMATELY 2 FEEF SOUFH OF A POWER POLE NUMBERED �1/15. I I J /D �!
<br /> THIS BENCHMARK {S A CONCRETE MONUMENT WfTH A BRASS DISK MARKEQ NA710NAL GEODETIC SURVEY, Q457, 1973. �M GONIROL POINT�,�: -
<br /> � FOUND SURFACE BRASS MOi3UMENT Wff}i PUNCH, � �ue EqV1�ES DA E PUBL(C WORK;
<br /> BM ELEYATlON=17.72 FEEi, MLLW DATUM ALONG THE DIISiING CENTERUNE OF 13TH STRF�T. E� �u DEPAflTMEKT:
<br /> (DEA POINT �55) I e DIUINAOE
<br /> � EOL!oTIONS SO OTHER DATULIg aruauc woro�s vexwr�s eEaux�o rnm�:
<br /> NORTHING=367949.4413 �f � �STA���6����T„r
<br /> `� C1TY OF EVERETT DATUM (NAVD 1988)=PROJECT DATUM (MLLW)-2.25' EnsnNc=t3ooss5.�os3 ,,,�,��, T���4
<br /> Y BTMlDAPDS'
<br /> o ELEVATION=}6.26 FEEf eoxcirwN,u
<br /> FOR CON3Tq M�S eEEN IS..tlf':
<br /> v� USEFUL TIDEWATER EI Fl/AT10NS (1ALW1 SCALE IN FEET vm� ���pMr.
<br /> � MEAN HIGHER H16H WATER (MHHW) 11.11 PEEf -� `
<br /> � ME/1N HIGhF WATER (MHW) 10.25 FEET �00 o too 200 �}p7E; F ¢���
<br /> $ MFAN LOW WATER (MtW 2.80 FEET IF "L" QOES NOT MFASURE t"
<br /> MEAN LOWER LOW WAT�R (MLLW) 0.00 FEEf ADJUST SCALES ACCORDINGLY.
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<br /> PROJECF ENGINEER: SCN,E:
<br /> � POl{�O • i • .I a�o�K y� H. KUYPER 1"=100� PQRT OF EVERETT ow�. No. G�.4 I
<br /> N :',� ��'' °ES'�"�°�`: °"� NORTH MARINA REDEVELOPMENT
<br /> wtawN B. AWAD �UG�S� 4. 2006 c�p p�p.
<br /> � 728 t34t�Sh�eet SW�Suite 200 I�tF`RASTRllCTURE PNASE 1 3-0-oo�-os
<br /> $ P.Q. �x � Evere�.Washingtar 98204 � s '� D. OLSEN H. KUYPER p�,,E�,-
<br /> � ��,WR 9�06 p 8�4io6 P�MR�PRo� F F'i��J��t C4Nfif2t3L AND Ho. PD-NM-2005-06
<br /> CQNSTRUCTION � PROVED BY:
<br /> �4�>�-3,� Ph:425 74t-36f�0 �'f � �k�.���I���T PLAN
<br /> <' ,106 No. 21-04-015 No. Dn7E 6r ttEN51oN N0. w7E � BY � RenSroN ow� �/03�U7
<br /> . . . . .. . . . . . SHEET NO. ��j OF/$,3 � .
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