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NOTE:
<br /> DATUM: �EGEND TOPOGRAPHIC SURVEY FROM
<br /> HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY SANITARY SEWER FORCE MAIN DEA 2015 PROJECT SURVEY
<br /> FEET. CONSTRAINED TO CITY OF EVERETT VALUES.
<br /> " � VERTICAL: MEAN LOWER LOW WATER MLLW . CONSTRAINED TO SSFM COMBWED SEWER OUTFALL
<br /> � DEA #3009 ( > ABOVE GROUND POWER LINE
<br /> ^�`� (EVT E009) AS BEING 17.083. P UNDERGROUND POWER TONE LINE
<br /> � -�, Fo FIBER OPTIC TONE LINE
<br /> _____ �`' �I '~�-----��., Ce OTHER VERTICAL NOTES: T TELEPHONE TONE LINE
<br /> __ � _______— / DEA #3009 MLLW-17.083. SAME POINT AS PUBLISHED BY CITY
<br /> ��>> IE�PZ 6'97 OF EVERETT E009=14.78 NAVD88. DIFFERENCE BETWEEN MLLW So STORM DRAIN LINE
<br /> !�,___,_____----- �_,._ ��� s~cPP (E&s) A N D N A VD 8 8 I S 2.3 0' W
<br /> WATER TONE LINE
<br /> __ �__.` a >>
<br /> � SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. SS SEWER LINE
<br /> p`'--------- `' GAS TON E LI N E
<br /> � SD � G
<br /> � E X FENCE, AS NOTED
<br /> E o GUARD POST
<br /> AC WALKWAY CONCRETE �
<br /> �-----R o TOP 0 F P I LE
<br /> � �'�. � o BOTTOM OF PILE
<br /> �ALl PETS'ON � �. CB �_
<br /> / \� TOP 17.55
<br /> �n sicN �____-.---�.�� iE �2,Zs_8"�pp � Q I R E D E P T C 0 N N E C TI 0 N
<br /> � IE 16.00-3"PVC �V�
<br /> .�\� �� o �0 20 40 �W"' WATER METER
<br /> ___,__ �./ o �
<br /> �--------______,__ s� FI R E H YD R A N T
<br /> �wv WATER VALVE
<br /> _____-�
<br /> ���� Q POST INDICATOR VALVE
<br /> � �ER RV TYPE HOOKUP
<br /> �E"' POWER METER
<br /> � � TR TRANSFORMER
<br /> �
<br /> � ELECTRICAL VAULT
<br /> � STORM CLEANOUT
<br /> � � CATCH BASIN
<br /> � 0 STORM MANHOLE
<br /> co SEWER CLEANOUT
<br /> 0
<br /> � SEWER MANHOLE
<br /> � ��� GAS VALVE
<br /> �- STREET LIGHT
<br /> � ELECTRICAL JUNCTION BOX
<br /> ��
<br /> �`��, � TRAFFIC SIGNAL JUNCTION BOX
<br /> 3 ~`���, � 3 � UNKNOWN UTILITY MANHOLE
<br /> � `��
<br /> � � � TELEPHONE MANHOLE
<br /> i � TELEPHONE VAULT
<br /> o � � MAILBOX
<br /> �
<br /> � �`,,,� ,� -,.` �- TRAFFIC SIGNAL ARM & LIGHT
<br /> o �''� `'� � � � PEDESTRIAN SIGNAL
<br /> �' �► LADDER
<br /> i � ��,,� _�
<br /> � � �P \.� `�, �``��... E o P f L I N G
<br /> � � -`-�� �_ ___�._.1� � �'�. � 0 M ON I TO R I N G WE LL
<br /> o ----�_.�_` �
<br /> o LIFE RING STATION
<br /> o � �
<br /> o �'��.� � � � UNKNOWN UTILITY RISER
<br /> � �� � ~```�-���� ��� 3 � ELECTRICAL EQUIPMENT CABINET
<br /> o -------�,� '
<br /> � �.�_____.._-.--,... � � c�F CH AI N LI N K FEN CE
<br /> Q c�`,o ``' � vc VERTI A
<br /> ___ C L CURB & GUTTER
<br /> _ � 0 �
<br /> Z 5D�-SD -------_ ���_..____. W wv ��\ C�, �° 3 Ce � D E C i D U 0 U S TR E E
<br /> �� —`--- M M AP LE TR E E
<br /> Q SD � ,�E]
<br /> � � so_____,____,_`S� CO �y p o STOP SIG TOP 19.09
<br /> � c IE 5.6 12"CPP (SW)
<br /> N �.� �'`"-SD--.�`SD o -� q o cE C E D A R TR E E
<br /> � ,,,,. p /� � ���y �
<br /> i ��, ,� � �,�q��, M MAPLE TREE
<br /> NC\�-��--���-__l TOP 20_50� �.P��,� � ~�'>; F'�' Ex E X TR U D E D C U R B
<br /> wo � IE 15.5 12 CP,P (Y� �
<br /> �' � IE 15.5-1$"�P (SE) �C�' � � �
<br /> Eoc EDGE OF CONCRETE
<br /> �'-.., .6 � ��o
<br /> � �
<br /> Q � �`'�� 70P SIGN
<br /> Ec EDGE OF GRAVEL
<br /> �-,� so SSMH P�. PLANTER
<br /> � TOP 21.40 � CQ
<br /> Z o
<br /> SDM FL 13.7
<br /> Z TOP 21. p � k'��..,o �'`- c w�R WHEELCHAIR RAMP
<br /> J `. IE 14.9- "CPP (NW) `'�.,�,/�
<br /> � ~'��� .�_� IE 15. -12"CPP (s) �, cPP CORRUGATED PLASTIC PIPE
<br /> v \�`�. ' s� c HDPE PLASTIC PIPE
<br /> y� �' � � 0 CB
<br /> i � � ,, �o / TOP 20.s4 FL FLOWLINE AT CENTER OF
<br /> � Qy � IE 17.8-4"PVC SE,NW)
<br /> o �'.9�'�c�`�, s° ���� I �3"D � �E �7.6-s"CPP �Sw) SEWER MH CHANNEL
<br /> o � � G P�Q � � �_�___
<br /> MATCHLINE G1.08 �'� � S MATCHLINE G1.08
<br /> % � � � � � � s �RENCH Q
<br /> �' , AIN� � _� � _� — — � — — — —
<br /> ,— MATCHLINE G1.09
<br /> � � `°� SDMH s�� ,,.� � � � MATCHLINE G1.09
<br /> PLAN
<br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY.
<br /> RECORD DRAWIN G
<br /> �
<br /> 0
<br /> Q O PROJECT ENG�NEER: S�A��: PORT OF EVERETT DWG. NO.
<br /> PND ENGINEERS, INC. IS NOT R E SP O N S I B L E F O R S A F E T Y G� .O�
<br /> J a r PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE
<br /> o co O i O �{ 1 CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DES�GNED BY: DaTE:
<br /> U �
<br /> 736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �JUN. 2016 W A T E R F R 0 N T P LA C E C E N T R A L CIP ►vo. 2-0-045-01, 6-8-001-06,
<br /> o ,� � � Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF �
<br /> ao % VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6—$—OO�—O�, 6-8-001—�8
<br /> � � ENGINEERS, INC. www.pndengineers.com �1 9/15/18 JBK RECORD DRAiMNG AND ARE NOT lNTENDED FOR REUSE WITHOUT WRITTEN
<br /> S I T E T 0 P 0 G R A P H I C S U R V E Y PROJECT PD—WP-2016-0,
<br /> P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED N0.
<br /> �j EVERETT, WA 98206
<br /> QO 6/30/16 JBK ISSUED FOR BID AND CONSTRUCTi�I IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY:
<br /> DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 9 OF
<br /> � Y �425� 259-31F>4 N0. DATE BY REVISION ,�
<br /> 95
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