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<br /> 8'-5" A \
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<br /> _� — $.4.÷4%. MATCHLINE - FOR CONTINUATION SEE 1S60 _
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<br /> '1 '\ , B 0) o01 . SEE 40-022-S533, 40-022-S534, AND
<br /> ° ° 40-022-S535 FOR TRENCH HATCH DETAILS.
<br /> /� 1S65 S529 I 2. INSTALL LIFT ASSISTS AT NEW AND EXISTING
<br /> HATCH LIDS
<br /> �1 ii
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<br /> , �,o � 2'-0"x2'-0" UTILITY TRENCH
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<br /> ��►;� ,r��„��i� — L'' © 12" THICK REMOVABLE CONCRETE LID. FIELD
<br /> LI
<br /> - •. *S4rAArilM .1
<br /> Z VERIFY THE VOID LEFT FROM THE REMOVAL OF
<br /> b, �, .5. � � EXISTING LIDS) TO DETERMINE THE LENGTH
<br /> 6 ( I c ' ,�� ' D NEEDED FOR THE CONCRETE LIDS. SEE DETAIL
<br /> 1 `613500-1 I . , itilVallitallillikk
<br /> o z 1/S500-5
<br /> I _ ( REMOVABLE STEEL LID WITH ALUM HATCH LIDS
<br /> 32'-5" � ' ` �
<br /> 2'-0„ _ '� gory •»,i�� it `'� © REUSE AND RELOCATE EXISTING ALUM HATCH
<br /> __„,,,,..:2,„
<br /> '�y ''�% 30'-3 5/8" I LIDS AS REQ'D OR MANUFACTURE ALUM HATCH
<br /> ' ,
<br /> I'l h �,,• C o _ LIDS PER DETAIL 5/S500-1 . PLACE REMOVABLE
<br /> r° ° STL LIDS AT TRENCH LOCATIONS WITHOUT LIDS
<br /> M /114\ •
<br /> 1 S65 S281 I Q PER DETAIL 6/S500-1 . INSTALL LIFT ASSISTS
<br /> ,•��: � ?) A TO EXISTING ALUM HATCH LIDS.
<br /> 1 1 »;�•j,� . .
<br /> • ••�`: te( r�`� OPP HAND )
<br /> \ r ` d.� �� 1 VERIFYABXSTINGLE EL LID CO DITION.ITH ALUM HATCH DISCREPANCIESS
<br /> � %'�'» °` 1S65 S500-2 SHOULD BE BROUGHT TO THE ATTENTION OF
<br /> 1 0 00 I THE FOR PRIOR TO FABRICATION
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<br /> 1S65 5531
<br /> 8' 4' 0 4' 8' 16'
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<br /> 0 0 SCALE: 1/8"=1 '-0"
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<br /> 1S65� 1S66 1S67 1S68 1S69
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<br /> 65 S5►9 I /S 0 1S71 �1 S72 1S73 1 S74 I Oda
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<br /> KEY PLAN BLDG. 40-022 Q
<br /> �, O 01 SCALE: NONE
<br /> 41(ILH
<br /> 1 S65 5529 SIM
<br /> 12'-O" 8'-6"
<br /> �- — ____Ei H �� — H F
<br /> MATCHLINE - FOR CONTINUATION SEE 1 S70 mi
<br /> 1
<br /> DART AL R S T — L 0 0 R 3 LA\ `\\ \ www.brph.com Copyright©2019
<br /> f l ' " Q This item has been electronically signed and sealed by �+ } n n r Inc.SCALE. 1/8 =1 -0 (Andrew H.Miller,PE)using a digital signature and date. Architects Engineers, n
<br /> �� �\\\\ Printed copies of this document are not considered State of Washington
<br /> signed and sealed and the signature must be verified on 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> any electronic copies. Lynnwood,Washington,98036 Architecture No.603235512
<br /> 425-921-3500 Engineering No.3137
<br /> �� QEEW Si::
<br /> y �j DRAWN DAT� / SUBTITLE CURRENT REVISION SYMBOL A DATE 09/17/19
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY BEL 09 17 19 PARTIAL FIRST FLOOR SLAB PLAN
<br /> A ISSUE FOR PERMIT - 767 RATE INCREASE FA BEL AHM 09/17/19 ay M;tik �y �c THIS DESIGN AND/OR CHECKED
<br /> ,_ �� SPECIFICATION IS APPROVED IAL 09/17/19 SHEET
<br /> ® ~ ���/ i ,--4 �` APPROVED BY DEPT. DATE AHMNEER 09/17/19 TITLE 767 RATE INCREASE - FA
<br /> e' ,...45PASFEAFAW /�
<br /> f CHECKED 1 S65
<br /> �� BUILDING 40-022
<br /> � 51998 � � APPROVED JOB N0. COMP NO.
<br /> o� ' ��sr� �``� DWG NO. E-18-30055-602
<br /> `ss7�NA L ���� 9 APPROVED STRUCTURAL MASTER COL 1 -3/E EVERETT, WA 40-022-1 S65-602
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