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<br /> 3:6.. NOTE NOTES
<br /> 1. BROADBAND TELCO POWER INC./ BTC 1. MINIMUM CONCRETE EDGE DISTANCE FOR � � ,
<br /> : � 1'-10" � POWER DC POWER DISPENSER ANCHORA,GE IS 6".
<br /> . . . . � . . . �1 �9 � . . � . . . . �
<br /> ' •
<br /> � � , ..�etectr�f
<br /> , ., . y
<br /> N �
<br /> . amer�ca
<br /> . . � ..
<br /> ELECTRIFY AMERICA, LLC.
<br /> SEE PLAN 2003 EDMUND HALLEY DRIVE �
<br /> SUITE 200
<br /> (4) 5/8" DIA. HILTI KVNIK BOLT TZ SS 304/316 RESTON,VIRGINIA 20191
<br /> MECHANICAL ANCHOR WITH MINIMUM
<br /> #4 BARS @ 12" PROPOSED EFFECTIVE EMBEDMENT QF 4" OR
<br /> O.C. EACH WAY CONCRETE z 1'-10" ENGINEER APP�OVED EQUAL. (ESR-1917)
<br /> � �,_s„ .
<br /> st o0 8 1/2" -
<br /> £ .,
<br /> GRADE . . . . , • . . . • ,� a ,
<br /> .c .' . • . s • . . . .. .
<br /> //\\/ � . • . . . Q . . , . . . . . . QD \/ � 3 � a o
<br /> � „
<br /> �\���j \jj�j N N '
<br /> �� � t"' r ��
<br /> �\��\��\��\��\��\��\��\��\��\��\��\��\��\ \��\��\��\��\��\��\��\��\��\��\��\��\��\��� .. � � a� 10 1/2
<br /> \/\/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/ . . #5@9 O.C. EACH o
<br /> \��\��\��\��\��\��\��\��\��\��\��\��\��\ \��\��\��\��\��\��\��\��\��\��\��\��\��
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WAYTOPAND
<br /> \ \//\//\//\//\//\//\//\//\//\//\//\//\ \//\//\//\//\//\//\//\//\//\//\//\ � � .
<br /> ��\��\��\��\��\��\��\��\��\��\��\��\ �\��\��\��\��\��\��\��\��\�\� '. .' BOTTOM (TYP)
<br /> ����/��/��/��/��/��/��/��/��/��/ ��/��/��/��/��/��/��/�� a ��o
<br /> ��\�\\/\\j\\j\\ \j\\/\\j\\j\\ \\j\\j\\j\\/\\�/�/ f�0.75 S ° �
<br /> /�//��// //�// / / �//�// / I OMETRIC VIEW
<br /> � ' INS7ALLATIDN F�OTER B LAC K 8c VEATC H ` �
<br /> 6800 W 115th ST,SUITE 2292
<br /> UNDISTURBED SOIL PRCIPOSED COMPACTED M oveRt,.AN� PaRK, Ks ss2�� �
<br /> (913)458-2000
<br /> GRANULAR BACKFILL `� 3" MIN
<br /> CV
<br /> v •
<br /> EXISTING ' a : . 0 4. • .� : �:a � ��4. , a, EXISTING : . �Qa .' 4 ,4 . �,• EXISTING
<br /> ASPNALT . • . a o ASPHALT . •, • ' • . • ASPHALT . �,
<br /> GRADE • . °' � • � ' �Q . ' '. ' GRADE . ' � . • 4 'a � °: .° .Q GRADE
<br /> �°a'Q' , 4 .�a . ' • , � • M , a • . . � . a • PROJECT NO: 197479 � s
<br /> 4 �.
<br /> d :
<br /> � � � . . • ' • . f�. .�-� • • . a . . . � � � � � . .
<br /> ' � d° ' ' CONCRETE nwo►wN BY: vPa
<br /> PROPOSED 6"
<br /> COMPACTED FOOTING cHecKEo BY: NMB ,
<br /> CLEAN GRAVEL .
<br /> CONCRETE PAD DETAIL No sca�E No sca�e CH/�RGING STATION ANCHORAGE
<br /> A CHARGING STATION FOOTING DETAIL B AND CONDUIT ENTRY DETAIL No scA�E C a
<br /> NOTE 3'�6„ NOTES �
<br /> 1. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. .� £�
<br /> 1. ALL DIMENSIONS IN INCHES. _
<br /> 2. MINIMUM CONCRETE EDGE DISTANCE FOR
<br /> � ANCHORAGE I� 6'� 0 06/20/18 ISSUED FOR CONSTRtJCTiON
<br /> �
<br /> REV DATE DESCRIPTION
<br /> �
<br /> �
<br /> N
<br /> � � O O .
<br /> � �
<br /> V U -.
<br /> . �:
<br /> 0 o TOP vlEw o� Z $R�� i
<br /> � A� �
<br /> v v 2'-11" ��
<br /> m � . .. R�'� ,
<br /> 3 -6 2�_g�� (4) 5/8" DIA. HILTI KWIK BOLT TZ SS 304/316 �
<br /> 1" MECHANICAL ANCHOR WITH MINIMUM � �' `
<br /> „ „ O O „ p���8�8406�Qq�,�'� \��
<br /> 6 11 MIN EFFECTIVE EMBEDMENT OF 4 OR I IST�. �c� ��
<br /> P.C. CONCRETE ENGINEER APPROVED EQUAL. (ESR-1917) s oNAL� �
<br /> 17�� MqX ` .
<br /> 2'-10"
<br /> . • '• CONTRAGTOR TO
<br /> . .:a. ..
<br /> 1/2" MIN RADIUS ` �: •. �, PROVIDE PRIME COAT
<br /> : 1" MAX RADIUS AND TACK COAT TO FACE o . . � � r �
<br /> �;
<br /> c� .4:' • • •• ,'r • • ; .' OF CURB WHERE CURB r
<br /> � �2�� ! . �: .• ' • ,. 'a . � .�4�• •''� 'j .:' � • CONTACTS ASPHALT � � • IT IS A VIOLATION OF IAW FOR ANY PERSON,UNLESS
<br /> ; , . ��` ' � '• ' ,� � �", •'' � �.�•' :' ,�; `' 'N ' . THEY ARE ACTING UNDER THE DIRECTION OF A
<br /> 4;• • . � ' � " ' . � �' � ' � M � N LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS �
<br /> � � �° � ASPHALT CONCRETE oo 'c� � N DOCUMENT.
<br /> PAVING SEE PAVING `" 1'-7 3/4" �'
<br /> DETAILS FOR PAVEMENT 00
<br /> % // // // / // // // // // // / // /j SECTIONS, SUBBASE, t° � WA200210 EVERETT
<br /> i�i\�%\�i\ \�i\�i\�i\�i\�i\�i\��i i��i\� SUBGRADE AND
<br /> coMPacrioN WALMART 5195 .
<br /> ,. REQu�REnnENTs ISOMETRIC VIEW 11400 WA-99 � c
<br /> 18 MIN
<br /> � 24" MAX 3 5 .� � ,,
<br /> �0.75 '. „ EVERETT, INA 98204 ` Y
<br /> CONCRETE
<br /> PA� INSTALLATION FOOTER �
<br /> q SHEET T17LE
<br /> .
<br /> EQUIPMENT DETAILS
<br /> . , � .a � � . � . . � . � . . .
<br /> � .� . � , ,� . '� ' � • • ♦ • � �' , : � , •� � . �'4 � .
<br /> •9 •'�� ' .. •: . ' • . ' . '.. . ' �� • '1, �Q� ' �. ' � . ' • . , '.. . . i• ,
<br /> FRONT VIEW SIDE VIEW sHE�r NUMBeR ��. �` ,
<br /> :�,
<br /> D-1 ;
<br /> CONCRETE CURB AND GUTTER DETAIL No sca�.� D 200KW POWER TOWER STATION No sca�.E E 200 K1JV POWER STATION ANCHORAGE No scA�E �
<br /> AND GONDUIT ENTRY DETAIL F
<br /> ��;i���r �� �v�����
<br /> t:��vl��r��� ��� ����i�l`�� � . �
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<br /> �e = �i ��.-mnu.��nwui �� .
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