|
, LEGEND .
<br /> SEE LEGEND SHEET 40-58-M1a&40-58-M2a FOR KEY
<br /> SHEET AND GENERAL NOTES.
<br /> SLOPE 15" RWL
<br /> 8" RD-2 --� 1/4" PER FOOT
<br /> 8" RD-1 �
<br /> 6" RD-2 41,000 FTZ-��,.`
<br /> 6" RD-1 15"RWL � '
<br /> 32,500 FTZ 15"RWL
<br /> 6° RD-2 -�� '� 15"RWL 15" RWL 241,000 FTZ '
<br /> (INV. EL. = 538.00')
<br /> 6° RD-1 8"RWL COORDINATE
<br /> 32,500 FTz � CONTINUATION WITH
<br /> 6" RD-2 8"ORWL� DSN CIVIL
<br /> 6" RD-1 15"RWL SLOPE 15" RWL � 12"ORWL
<br /> 32,5p0 FT��
<br /> � 6 RD-2 15"RWL 1/4" PER FOOT 12 RWL
<br /> 4�� Ro-, �� 6�� R�_� " G E N E RAL N OT E S
<br /> 2,030 FT2 6" RD-1 6" RD-1 6" RD-1
<br /> � 32,500 FTz 12 RWL DSN 21,750 FTz 21,750 FTZ ' '
<br /> � STORM SEWER TO SITE STORM SYSTEM.
<br /> 6" RD-2 8°ORWL " COORDINATE CONTINUATION, INVERT ELEVATION
<br /> � 4" RD-1 6" RD-2 12"RWL 6 RD-2
<br /> 6" RD-1 � 3,750 FTZ 12"ORWL AND LOCATION WITH CIVIL. '
<br /> 32,500 FTZ 6" RD-1 12"RWL� 12"ORWL /
<br /> �� 4" RD-1 17,500 FTZ �12"ORWL �
<br /> 6" RD-2 -� „ 2,350 FTZ 6" RD-2 ��
<br /> 8 RWL 12 RWL--� DSN 12"RWL
<br /> 6" RD-1 6" RWL 10,480 FTZ 6" RD-1 2 12"ORWL 12"RWL
<br /> 6" RD-2 -� 42,500 FTZ N (INV. EL. = 538.00') 17,500 FT -� 12"ORWL -� 12" RWL 131,750 FTZ
<br /> 4" RD-'I � 4" RD-1 �4"RWL 4" RD-1 COORDINATE 6" RD-2 ° � �12"RWL
<br /> 10 RWL 12"ORWL� (INV. EL. = 538.00')
<br /> 3,75Q FTZ 6" RD-1 � 3,750 FTZ-,� �' 2,650 FTZ CONTfNUATION „ " DSN
<br /> 32,500 FTZ � WITH CIVIL 6 RD-1 COORDINATE
<br /> 4" RD-1 17,500 FTZ 10"ORWL 6 RD-2 CONTINUATION WITH
<br /> 6"RD-2 8"ORWL � 2,350 FTz --12"RWL 6�� R�-1 CIVIL
<br /> 6" RD-1 6" RD-2 17,500 FTZ
<br /> „ 10"RWL 10"Of2WL .
<br /> 32,500 FTz-�� 8"RWL DSN 6" RWL 11,100 FTZ 6 RD-1 � 6" RD-2 ,
<br /> 6" RD-2 � (INV. EL. = 538.00') 17,500 FTZ �10"ORWL
<br /> COORDINATE „ 10 RWL 6 RD-1
<br /> 6 RD-2 17,500 FTZ
<br /> 4 RD-1 6" RD-1 10°RWL 8"ORWL CONTINUATION CO N STR U CT I O N N OTE S
<br /> 3,770 FTZ- 32,500 FTz 8"RWL WITH CIVIL 6" RD-1 $ RW� 10"ORWL 6" RD-2 6" RD-2 �5"RWL
<br /> DSN 17,500 FTZ 6" RD-1
<br /> 6" RD-2 8"ORWL
<br /> -8"ORWL 6" RD-1
<br /> „ 12"RWL 6"RWL 6" RD-2 10"RWL 35,750 FTZ
<br /> 6"RWL 17,500 FTz 6" RD-2 10"ORWL
<br /> 6 RD-1 4" RD-1 6" RD-1 8"ORWL-� „ �� 15"RWL 15" RWL 216,250 FTz
<br /> z �� 6 RD-2 6 RD-1 15"RWL (INV. EL. = 538.00'}
<br /> 32,500 FT 4 RWL 2,350 FTZ 22,500 FTz 28,600 FTZ COORDINATE
<br /> 4" RD-1 6" RWL 10,800 FTZ 6°ORWL 6" RD-1
<br /> 8" RD-2 15"RWL 2,350 FTz (INV. EL. = 538.00') 61, R�_2 6"ORWL� 8"RWL 2 , 15"RWL „ CNIL
<br /> 17,500 FT 6 RD-2 � 8 ORWLpgN CONTINUATION WITH
<br /> 8" RD-1 4°RWL COORDINATE 6 RD 1 6" RD-2 6" RD-1 � -� 4 RD-1
<br /> 41,000 FTZ-� 4" RD-1 CONTINURTION 17,500 FTZ
<br /> 28,600 FTZ 2 320 FT2 1 •
<br /> 8°ORWL 2,350 FTz WITH CIVIL � 6"RWL 6" RD-1 �
<br /> 6" RD-2 • 17,500 FTZ 6" RD-2 4" RD-1
<br /> 15"RWL DSN 6" RWL 10,820 FTZ 6"RWL
<br /> (INV. EL. = 538.00') 6" RD-1 12"RWL 2,320 FTZ 4" RD-1
<br /> COORDINATE 17,500 FTZ `--6" RD-2 6" RD-1 3,575 FTZ
<br /> 6"ORWL � �� 28,600 FTZ 4" RD-1
<br /> 15"RWL CONTINUATION 6 RD-1 ' 2 320 F�f2 6"RWL
<br /> 6 RD-2 8"ORWL ' 6" RWL 12 855 FTZ
<br /> 8"ORWL WITH CIVIL 6" RD-2 $„RWL 22,500 FTZ 12"RWL �8"ORWL 4" RD-1 '
<br /> 6" RD-1 6"ORWL 6" RD-2 6" RD-1 8"ORWL 2,320 FTZ (INV. EL. = 530.5')
<br /> DSN 17,500 FTz COORDINATE
<br /> / 8"ORWL 6"RWL 6" RD-1 28,600 FT2� " CONTINUATION
<br /> 6" RD-2 17 500 FTZ 4 RD-1 Z ^ �
<br /> 2,430 FT 10 ORWL
<br /> � 6 RD-2 -, 10"RWL 4" RD-1 � .( 4 RWL WITH CIVIL '
<br /> 8"ORWL �� � 2,150 FTZ � 6"RWL 12,980 FTZ
<br /> 6" RD-1 10"RWL 6" RD-2 6 RD-1 (INV. EL. = 530.5')
<br /> 1 ��
<br /> 17,500 FTZ 28,600 FTZ RE F E R E N C E D RAW I N G S
<br /> 6 RD-2 10"ORWL g��RW� 6" RD-1 COORDINATE .
<br /> 17,500 FTz 6" RD-2 � CONTINUATION
<br /> 6" RD-1 10"RWL 10"ORWL � $"�W�\ 8"ORWL DSN 4" RD-1 WITH CIVIL
<br /> 21,750 FTZ '`- 6" RD-2 6" RD-1 \ 4" RD-1 ��
<br /> 15" RWL 171,000 FTZ 10"ORWL 37,500 FTZ
<br /> (INV. EL. = 538.00') 10"RWL 6" RD-1 2,150 FTZ 3,700 FTZ
<br /> „ 17,500 FTZ 6" RD-2 �10"ORWL 6"RWL� 6" RWL 8,880 FTZ
<br /> COORDINATE 12 RWL 10"ORWL
<br /> 12 RWL 8"ORWL (INV. EL. = 530.5')
<br /> CONTINUATION WITH �� 6" RD-2 6" RD-1 4" RD-1
<br /> CIVIL 12"ORWL 10"RWL �� 28,600 FTZ-� 2 6"RWL COORDINATE
<br /> 4,040 FT
<br /> Z 6 RD-1 2 6" RD-1 \ 10"ORWL � �� 2 WIo HTCIVILTION
<br /> 12 RWL 91,750 FT 17,500 FT 28,600 FTZ 8°RW� 6 RWL 12,640 FT �
<br /> (INV, EL. = 538.00') 12"ORWL 6" RD-2 (INV. EL. = 530.5')
<br /> COORDINATE 6" RD-1 6" RD-2 COORDINATE �
<br /> CONTINUATION WITH 12°ORWL „ 21,750 FTz „ CONTINUATION
<br /> CIVIL �12 RWL 6" RD-2 10"RWL 4 RD-1 WITH CIVIL
<br /> 8"ORWL 2,430 FTZ DSN .
<br /> 4° RD-1 6" RD-1
<br /> DSN 2,350 FT2 28,600 FTZ�
<br /> 6" RD-2 8°ORWL 4�� RD-1
<br /> � 4"RWL 12"ORWL -12"RWL 12"RWL 2,430 FTZ
<br /> 6" RD-1 8"ORWL
<br /> OS-1 DSN 28,600 FTz 4" RD10"QRWL DSN
<br /> ��
<br /> 2,430 FTZ 6 RWL
<br /> 6" RD-2 15"RWL 6" RWL 17,600 FT2
<br /> \\'- 12" RWL 91,750 FTZ 6" RD-1 4" RD-1 � ��NV. EL. = 530.5')
<br /> ��� ��"RWL COORDINA�fE
<br /> (INV. EL. = 538.00') 35,750 FTZ �-8"ORWL 2,�30 FTZ ,
<br /> '� DSN CONTINUATION
<br /> COORDINATE <� '� WITH CIVIL
<br /> CONTINUATION WITH 15"RWL--� J . i"��� / 6" RWL 14,880 FTz
<br /> CIVIL 8 ORWL \ .
<br /> 4" RD-1 6"RWL � (INV. EL. = 530.5')
<br /> 8"ORWL 2,730 FTZ COORDINATE
<br /> 15"RWL 4"RWL CONTINUATION
<br /> 15" RWL 150,150 FTZ ._,r
<br /> WITH CIVIL
<br /> (INV. EL. = 538.00') 4" RD-1
<br /> COORDINATE DSN ^
<br /> CONTINUATION 4" RD-1 J
<br /> WITH CIVIL� 4" RD-1 4"RWL � `��� L
<br /> 4"RWL
<br /> 4"RWL ___-. 6" STORM TO SITE STORM ,
<br /> 4 RD-1 6"STS SYSTEM. (INV. EL. 530.5'} . ,
<br /> 4"RWL COORDINATE CONTINUATION `�
<br /> AND LOCATION WITH CIVIL. J
<br /> 1 "STS `�� •
<br /> ISSUE FOR CONSTRUCTION
<br /> (PANEL PAINT-POF)
<br /> STORM ISOMETRIC �
<br /> NTS N
<br /> Core & Shell
<br /> �����' ����� • ,
<br /> � o� wasy� ��
<br /> � ��
<br /> �ame � �•,'Jr �> '
<br /> 42 .� '_12-2 ' pa f .
<br /> � -' � ��
<br /> / rc
<br /> �i`' �
<br /> ��. ,y �4�s/ <<<�
<br /> 900 SW 16th Street Suite 3�7 '�`FS,'��ca�_ `��`��t;��
<br /> Renton, Washin�fic�n 98��7 .s�,��vfa � ���G
<br /> �
<br /> a
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE w A S ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> � oF h,N MP 12122/15 PLUMBING STORM ISOMETRIC DIAGRAM W25483�7 3 12/22/15 N
<br /> 0 issue For Construction MP JLC 12/05/14 P �r THIS DESIGN ANDlOR CHECKED �
<br /> 5 � SPECIFICATION IS APPROVED JLC 12/22115 SHEET �
<br /> �0�,��� BRPHARCHITECTS ENGINEER TITLE p
<br /> 1 Revision-Release 5 MP JLC 01l26/15 ENGINEERSINC. APPROVED BY DEPT. DATE JLC 12/22/15 Boeing 777X CWC BUILDING � � '
<br /> 2 Revision-Release 32 MP JLC 12/01/15 � N0.3137 CHECKED '`/'�+j � � N
<br /> BUILDING 40-58 " � �
<br /> 3 Revision-Release 33 MP JLC 12J22/15 � '
<br /> �� o APPROVED �
<br /> ,� � JOB NO. COMP NO. �.
<br /> '�qr �,tiP` 40-58-M916 � i
<br /> F Of AUSN� APPROVED MECHANICAL MASTER EVERETT,WA °WG"o. 40-58-M916 ;
<br />
|