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<br /> NE �/4 SEC 18, TWP 29N, RSE, W.M. �AN� usE �aTa T _ : y # ,
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<br /> s , 1> TAX ACCOUNT NUMBER� 29051800102200 W .
<br /> � - 2> EXISTING ZONING� W-C (WATERFRONT COMMERCIAL) (PDO-WC> �
<br /> � EXISTING METAL-CLAD 3) ADJACENT .ZONING� W-C (WATERFRONT COMMERCIAL) (PDO-WC)
<br /> BUILDING
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<br /> �� 4) SUBSTATION 0.49 ACRES (21,165 SF) , .�
<br /> 1130 W MARINE VIEW DR EASEMENT AREA� • ° ; `
<br /> _ 5>, STREET ADDRESS� 1210 W MARINE VIEW DR, l
<br /> EVERETT, WA 98201 _
<br /> NORTH ;.
<br /> ' �,;
<br /> I 6) APPLICANT & PUBLIC UTILITY DISTRICT NO 1 OF SNOHOMISH COUNTY o : ,
<br /> FACILITY OWNER� PO BOX 1107 EVERETT, WA 98206-1107 a '� �
<br /> X � TEL� (425) 783-1000 � ,
<br /> �-------- �
<br /> � � 7)i PROPERTY OWNER� PORT OF EVERETT o
<br /> 8)� PUD CONTACT� JEFF COLON
<br /> ' � TEL� (425> 783-4327 ,
<br /> o CELL� (425) 426-4103
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<br /> 9> SUBSTATION THAT PORTION OF LOT D4 OF PORT OF EVERETT NORTH MARINA BINDING �
<br /> ` EASEMENT ' AREA SITE PLAN, DIVISION 3, RECORDED UNDER AUDITOR'S FILE ` ; .
<br /> G G � LEGAL DESCRIPTION� - N0. 201708075002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, MORE
<br /> �
<br /> PARTICULARLY DESCRIBED AS FOLLOWS�
<br /> � W COMMENCING AT THE NORTHEAST CORNER OF SAID LOT D4� m .
<br /> I THENCE SOUTH 3° 52'13" EAST ALONG THE EAST LINE OF SAID LOT D4
<br /> ❑ EXISTING S � AND THE WEST MARGIN OF WEST MARINE VIEW DRIVE FOR A DISTANCE OF W
<br /> : DRIVE GATE � . � EXISTING 3.73 FEET TO A POINT ON AN ARC OF A TANGENTIAL CURVE TO THE Q
<br /> W Z ASPHALT RIGHT HAVING A RADIUS OF 9478.46 FEET� � �
<br /> Uw � o THENCE SOUTHERLY ALONG THE ARC OF SAID� CURVE AND THE SAID WEST o z I
<br /> �� W >-c.� � MARGIN THROUGH A CENTRAL ANGLE OF 3° 00 55 FOR A DISTANCE OF 498.82 FEET Z o I
<br /> ac�`'n �? TO THE TRUE POINT OF BEGINNING� THENCE SOUTH 89° 49'40" WEST FOR o cn �
<br /> oQ +I w�-- . A DISTANCE OF 119.72 FEET� q� � � > > , �
<br /> �W d' � >� THENCE SOUTH 0°09'S4" WEST FOR A DISTANCE OF 173.95 FEET� � � a W ' � �
<br /> T C E- T C E - TCE - r. TC E - �x T H E N C E S O U T H 8 8°5 4'4 9" E A S T F O R A D I S T A N C E O F 1 2 1.2 6 F E E T T O T H E W E S T �
<br /> 1 2.2 4 OFF-STREET N 3 6 8 4 5 9.4 8 MARGIN OF SAID WEST MARINE VIEW DRIVE� � �
<br /> N 368459.12 � � ow , _ _ �
<br /> E 1302287.56 QUEUEING AREA 41.9g' THENCE NORTH 0°07'17" EAST ALONG SAID WEST MARGIN FOR A DISTANCE OF � o o �
<br /> ,�, E 1302407.27 15.07 FEET TO A POINT ON AN ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING
<br /> � - � ' " ' � A RADIUS OF 9478.46 FEET' c� t� �
<br /> � S 89 49 40 W 119.72 THENCE NORTHERLY ALONG �THE ARC OF SAID CURVE AND THE SAID WEST MARGIN � � � W � _�,��'' '
<br /> � ❑ ❑ ❑ � THROUGH A CENTRAL ANGLE OF 0° 58'35" FOR A DISTANCE OF 161.54 FEET TO
<br /> SEGMENTAL- " IW W ` " THE TRUE POINT OF BEGINNING.
<br /> RETAINING WALL � � z � � Q � � �
<br /> N � AS RECORDED UNDER AUDITOR S FILE N0. 201808300133, RECORDS OF SNOHOMISH �- f-
<br /> � �j o � COUNTY, WASHINGTON. w w
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<br /> ( x H IQ � `° LANDSCAPING S� o . o o � . �
<br /> m � � PROPOSED SUBSTATION EQUIPMENT AND FACILITIES� � � � �
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<br /> � QL � �S QA METALCLAD SWITCHGEAR w w `- Z i , z s •
<br /> I" � Z T , j Q B 12kV DISCONNECT SWITCH � � 3 � � '
<br /> �_EXISTING �-+
<br /> I ASPHALT-�` � . � OC BUS (3" ALUMINUM) . >- >- � �
<br /> 15' o � � 0 � �'
<br /> OD 28 MVA POWER TRANSFORMER v c� � � �,}.
<br /> TCE � � O � �- .
<br /> x � N I � W o QE NEUTRAL GROUNDING REACTOR ao �o o � � Y` '
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<br /> , CHAINLINK o � � QF 115kV CIRCUIT SWITCHER o0 00 0
<br /> FENCE o A � W � Q TRANSMISSION LINE TERMINATION STRUCTURE �`- �`- W � �
<br /> cn Z (n W o W o : , �
<br /> S D ❑ �-+ z Q H UNDERGROUND DISTRIBUTION VAULT AND SWITCHING CABINET �� �3 � , .
<br /> PSE CATHODIC ' ;
<br /> E � PROTECTION Q m OO CONCRETE OIL SPILL CONTAINMENT CURB AND SLAB WITH OIL STOP VALVE v � � m
<br /> '� SYSTEM TEST � -' -' � � '
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<br /> (� B � � POINT . OJ OVERNEAD 115kV TRANSMISSION LINE � � � w . , ��
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<br /> � p p o � Q BELOW GROUND ELECTRICAL VAULT
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<br /> . � 4 W QL ASPHALT PAVED DRIVEWAY AND PARKING AREA c� m ¢ Z
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<br /> X E-W BASELINE ��,x� � Xo • � QM SUBSTATION SECURITY FENCE WITH CONCRETE CURB -. 7
<br /> . S 89° 49'40" W ��C� H�axo 19' `�° '
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<br /> �- ON CRUSHED ROCK SURFACING INSIDE SUBSTATION SECURITY FENCE �,"Y S.
<br /> EB n APPROX. 300' TO g w C'
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<br /> ❑ �' NON-CONDUCTIVE J RESIDENTIAL ZONE� OO 3-FOOT WIDE CRUSHED ROCK SURFACING AREA WITH CONCRETE CURB �,���°�:_�����' �
<br /> � q� w GATE & FENCE ❑ p
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<br /> ` v � � � - OP 20-FOOT WIDE DRIVE GATE .� � o '�
<br /> o c.� , D F I n`"a. � c� QQ WATER UTILITY EASEMENT TO CITY OF EVERETT �,
<br /> v� ? � � 41355 �'�' �
<br /> Q --�.. . ��,�FGISTEg�� . �
<br /> G r� ' G G N C � � `SI�NAL E , � '
<br /> � � � `" HARD SURFACE AREA - SUMMARY s �`� �
<br /> Z �' � AREA (SF) AREA (AC) �'�'� �a.
<br /> � P S E C A T H O D I o � � -- ti . ,
<br /> PROTECTION Q � cn � � TOTAL AMOUNT OF PROPOSED HARD SURFACES 4,498.5 0.1033 �
<br /> T E S T L E A D B X -� X � o TOTAL AMOUNT OF EXISTING HARD SURFACES 21,165.0 0.4859
<br /> � w � cn SNOHOMISH COUNTY
<br /> w � " N AMOUNT OF NET NEW HARD SURFACES (PROPOSED (16,666.5) (0.3826) �
<br /> `.' � J � � MINUS EXISTING TO BE REMOVED/REPLACED> � D ' `� ,
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<br /> M ' p � Q z� � PUBLIC UTILITY DISTRICT NO t -
<br /> � � � DESCRIPTION OF SURFACE AREAS �EA csFi ,�EA cac�
<br /> � 5� N 0° 07'17" E � METALCLAD SWITHGEAR ENCLOSURE 417.2 0.0096 ORDER 100010713
<br /> � / 15•07� ASPHALT DRIVEWAY 1,263.0 0.0290 OPERATION �
<br /> ...M ... . .... . .. _ . 57 � LANDSCAPING �
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<br /> CONCRE7E CURBS, FOUNDATIONS, BLOCK WALL 1,712.5 0.0393
<br /> N 368285.18- ` SD S 88°54'49" E 12i.26' TRANSFORMER FOUNDATION WITH OIL 1 105.8 0.0254 � �
<br /> SD � SCA�E NOTED �
<br /> 42.47' N 368282 88 CONTAINMENT SLAB ' .�
<br /> E 13Q2287.06 13.25' 56 PEDESTAL � ° ° E 1302408.28 TOTAI.. HARD SURFACES 4,498.5 0.1033 � '
<br /> - T C E - TCE- TCE -- -�-- P O W E R PERVIOUS LANDSCAPED AREA 7,
<br /> 357.7 0.1689 ZTW
<br /> PANEL X �Y �
<br /> PERVIOUS CRUSHED ROCK SURFACING 9,308.8 0.2137 CHKR DMH
<br /> �:;:
<br /> `n � TOTAI.. PERVIOUS AREAS 16,666.5 0.3826 �
<br /> � . ; . ,
<br /> Q � TOTAL LAND DISTURBING ACTIVITY 21,165.0 0.4859 ENGR JSC . � �
<br /> PORT OF EVERETT BOAT: YARD ��EXISTING r+
<br /> ' ASPHALT �� : X
<br /> ; _ � - ' LEGEND: aPv� �H�
<br /> � W . - - ACCESS EASEMENT DATE 9/20/18
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<br /> � ' �`: W � - - SUBSTATION EASEMENT � ^
<br /> so �lTY t�F �V����'�' � y
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<br /> \ 5' - - TCE - - TEMPORARY CONSTRUCTION EASEMENT ���/C�W�(� �Q(� �����`�' � , �_ � �
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<br /> { . RICH-r-oF-waY PORT GARDNER ;% � �
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<br /> t SUBSTATION �
<br /> - .�`,.` x EXISTING FENCE a
<br /> SITE PLAN � ,
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<br /> ` SUBSTATION FENCE WITH, CONCRETE CURB Q .
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<br /> 20 10 0 2� REV DRAWING �o
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<br /> � 1" = 20' SCALE IN FEET ��
<br /> C 5-119-C1 JQ :
<br /> � ��� = 20'
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