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NOTES SEE NOTE 1 LEVEL 2 PEDESTAL NOTES
<br /> 1. CONCRETE TO BE 3000 PSI MINIMUM WITH SPECIAL INSPECTION. � �
<br /> AC PQWER INPUT : 208/240 VAC, SINGLE PHASE. `
<br /> 1. SEE FLOOR PLAN IN 2. EQUIPMENT SHALL BE CENTERED ON FOUNDATION.
<br /> REFERENCED SWITCHGEAR o 0 1'-4" AMPERAGE : 30A 3. MINIMUM CONCR�TE EDGE DISTANCE OF ANCHORAGE IS 6".
<br /> ASSEMBLY DRAWINGS FOR OUTPUT CHARGING POWER : 6.6 KW - 7.2 KW
<br /> MOUNTING HOLE LOCATION AND W � TYPICAL BOTTOM VIEW LAYC�UT CHARGING CONNECTOR : SAE J1772, 25' CABLE - •
<br /> SWITCHGEAR BAY DIMENSIONS. F- OF 1 SWITCHGEAR BAY. ENCLOSURE : NEMA 3R � ..�etectr�f
<br /> � � Y
<br /> 2. SEE ELEVATION IN REFERENCED z SEE NOTE 1
<br /> W o america
<br /> ASS MBLY ,
<br /> SWITCHGEAR E O O
<br /> DRAWINGS FOR BASE CHANNEL �
<br /> DIMENSION. 5t8" DIA. MOUNTING HOLES
<br /> 3. MINIMUM 'f 0 1/2" CONCRETE OFFSET 3" FROM SIDES (TYP� ELECTRIFY AMERICA, LLC.
<br /> EDGE DISTANCE � �
<br /> �'.Q" LEVEL 2 CHARGER 2003 EDMUND HALLEY DRIYE t
<br /> REQUIRED FOR PROPOSED FRONT OF SWITCHGEAR BA1(
<br /> ANCHORAGE. PLAN I I suiTE 200
<br /> BOnOM VIEW �� RESTON,VIRGINIA 20191
<br /> 10 ' . � ' � �. a� � , p � a
<br /> t° • ° • F TOP OF ASPHALT
<br /> .. . . . � . � . . . 44• . . 4 G� ' 1 .� � v (. � . . . � . . . .
<br /> PROPOSED SWI7CHGEAR �� ��\��\\� � ' � ' :' • • � �� `�4 � ' ��°• 8 : °• �a ���\\;��`/��l—
<br /> ASSEMBLY CABINET . . . c \�! ' . .° . ' •� 1-�.. � . : • �+ �/�
<br /> ,�, . . : , •, �o :
<br /> c� d� a 44 �� q ' #5@12" O.C.
<br /> � '• �, , •a � , '. , a
<br /> 4 � � • ��,� .. a • (EACH WAY TOP AND BOTTOM)
<br /> � . a o . �
<br /> d �-
<br /> � 0 • . � , . 4 p
<br /> • • a '
<br /> HEAVY DUTY NUT �
<br /> . ^
<br /> 2.s4" � SECTION B
<br /> BELLEVILLE WASHER
<br /> ... �
<br /> . 2,.0.,
<br /> d, �"' �— _'
<br /> BASE CHANNEL � �
<br /> �t - 00
<br /> �
<br /> � N �,
<br /> "' ' ' B LAC K & VEATC M
<br /> . . . . � ..a , , ,.• p � 7,�
<br /> N • p ,.d;`� ...�� ,• �. � ,�. . ''::. '�' ; :'' . . PROPOSED 1/2" DIA.HILTI KV4/1K r' . M M . . � °� � O . . � . � � CENTER POINT . .� � � �. � ..
<br /> � �. : .��� • �'.�.�•:••�� ��• ..� ' •.• .;�•�� ; BOLT T� STAINLESS STEEL `'' M "' ssoo w��5tn sr, suiTE 22s2 �
<br /> � ::. OF FOUNDATION
<br /> �. '. . . 4 . � • � � � >
<br /> �` ''�'�'1 � '� • ' ' :°� ' 304/316 MECHANICAL ANCHpRS �
<br /> OVERLAND PARK KS 66211
<br /> z . �'a � '� �a'�,•� � � '� � ` • "' •'� ;. �� 1 i2"f7� HILTI KVNIK BOLT TZ SS (s�t3)4ss-2000
<br /> W •�. ��;� •:, . ;:4 �•;;�� •. . • . WITH MINIMUM 31/4 EFFECI'NE
<br /> . ,.
<br /> w •�': '� • '� .• �. ` . . ,�:°�',••. :°�' EMBEDMENT MIN. (ESR #191'�� o � 304/316 MECHANICAL ANCHOR .
<br /> � ���' �� '���' ' ��°�'� '� '• �"� �:' �'�' � (TYP OF 16) N � WITH MINIMUM EFFECTIVE
<br /> �,: �• ••;; :; ', �; .: .°.:� .:�� . .;.�• :;. � EMBEDMENT UF 31/4", OR
<br /> : .4,~ •• :�,• � .. :r' ..�. . . � . ' . � .
<br /> ` � ' •�'� ' �� � ENGINEER APPROVED EQUAL
<br /> � +' . • 'a • ;a. � � . '•: . .,
<br /> �.. ...�..,� , . 'i .* :,• . ';. (ESR#1917)
<br /> • �.� .��• . . • � .�f .�. �4 . . . . _ . . . � . . . .
<br /> PRC)POSED CONCRETE SLAC�
<br /> - 11 1/2" 9 1/2" B PROJECT NO: 197479
<br /> SECTION 1 or�awN sY: vPB
<br /> � } .�
<br /> FRONT RIGHT SIDE cHECKEo BY: rvMB 4 -.
<br /> P LAN
<br /> - No sca�.e ER No sca�e DI�AL PORT LEVEL 2 CHARGER C
<br /> SWITCHGEAR MOUNTING DETAIL A LEVEL 2 CHARG g No scA�e
<br /> ANCHf,�RAGE AND FOUNDATION DETAIL
<br /> NOTES .
<br /> 1. STAINLESS STEEL COVER: RELIANCE FOUNDRY R-7321
<br /> 2. MAX INTERIOR POST SIZE.
<br /> - � .,
<br /> HEIGHT: 351NCHES � o ost2oi�s �ssueo FOR cotvsTRuc7ioN : ,
<br /> OUTSIDE DIAMETER: 31/21NCHES
<br /> REV DATE DESCRIPTION
<br /> 4 5/16" DIA STAINLESS ° wA���Pq -
<br /> STEEL COVER `�a�o �. ,�-:.
<br /> � � .
<br /> SCHEDULE 80 STEEL PIPE �� aaao6 �`� ��
<br /> FILLED WITH CONCRETE
<br /> �+� �8a1STER�9 � j� .
<br /> f1� v
<br /> SI�NAL�� y
<br /> ADHESIVE FOAM �
<br /> T O
<br /> T �
<br /> � M
<br /> N .
<br /> EXISTING GRADE .
<br /> :;
<br /> �:>
<br /> .;
<br /> � , -��
<br /> lT IS A VIQtATION OF LAW FOR ANY PERSON,UNLESS '
<br /> •'' • r THEY ARE ACTING UNDER THE DIRECTION OF A ' `
<br /> ' ' UCENSED PROFESSIONAL ENGINEER,TO ALTER THIS �
<br /> ; • 3.� DQCUMENT.
<br /> ��° `
<br /> : :I �.'•i �� •
<br /> :. �• .
<br /> �3) #3 @ �2�� °•��•� '
<br /> ���:t �:.�� � � - WA200210 EVERETT
<br /> 0
<br /> #3 @ 12" TIE BAR ,i . � .
<br /> � WALMART 5195
<br /> . . ���:..i,.�;� 11400 WA-99
<br /> �� ..a ��f .
<br /> (5) #4 VERTICAL 4 � �'�� '� ��
<br /> EVERETT, WA 98204
<br /> . . i, , i; ". �-:
<br /> REBAR ,. ,I�::� � �
<br /> 4'�� ��d.�. � . � � . . � � . . . . � � . . . � � � .,
<br /> � •' ' � � SHEET TITLE
<br /> CONCRETE 1"-s„ . EQUIPMENT DETAILS ,
<br /> M
<br /> SHEET NUMBER
<br /> D-2 _ �
<br /> .,
<br /> WARNING BOLLARD DETAIL No sca�e p DETAIL NOT USED- rvo sca�E E DETAIL NOT USED No scA�e F '
<br /> �1��Y �� ��/�����"�
<br /> r����1��;11��7 ��� ����,��-�. .
<br /> �.,...�.
<br />
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