|
� � � � ' �I � '
<br /> C a I 1,�,�'d� �' ;{_ — — _ _ — — _ _ _-- — — ------— — --- --—._ a:,
<br /> `r
<br /> �'
<br /> _ o0R6C04 TIP�ATION L E G E N D
<br /> ;1 1�; 1 1 � 1 1.5 12 sEE owc ucMSoo 12.5 � 3
<br /> �,`'� ANCHOR (TYP)
<br /> . STAIR T0 UP SEE DETAIL 4
<br /> �� - -
<br /> � TUNNEL ONLY G 10 UG 50 :
<br /> U M 1 M , �, �,.�
<br /> � 11 -Q
<br /> � ,_ » ,_ ,> REF FOR POC OF ; , i
<br /> ; i EXISTING BLDG. 40-33 2 o �X4 0 �EEP , 4» A & 4,� �W 2 5X8 (�xisT.) i GE� ERA� N�TES
<br /> 1 � _ SUMP
<br /> � ' 1 1 2" DOWN TO UGM110 UGM5 UTI� TRENCH
<br /> � /
<br /> I SUMP PUMP. � SP-15A , � � �
<br /> _ FOR PUMP
<br /> f / \ �
<br /> � POC 8» CW T 10� CA �, INSTALLATION, - SIMILAR 1 o z
<br /> 4 � SAN. UP
<br /> EXISTING 8' �_ ----r��-�.—�— — — --� — , —�— -- ; � — T� o � {� ,� � �' : X �
<br /> ,- � , � � 1 � ����-����-- � W C .
<br /> _ E II - - ---UGM110M517 �- UGM110U 0 TO HUB DRAIN � REI ERE�CE DRAWI ��S
<br /> UGM110 UGM501 - - - - - - ---- j� _ I ,
<br /> � - -- - ------- ---_1- 1 2" PSAN 4' CW IE 97'-10" � _ �$,:
<br /> ', � 4,> � / z .
<br /> a4 �. :�- -� T" � __ UP TO PUMP AND SAN DRAW ----
<br /> » , _ -_ _ _ _ _
<br /> A 12 A --------- __
<br /> 3
<br /> Acw A Poc ��° A -ro � � � � � „ � � � CONSTRUCTION NOTES
<br /> �� �
<br /> � � a EXISTING 1 " CA � 6 X4 P � ¢ „ � »
<br /> » � saw --sAw srw � 1 PSAN � CONNECT TO THE EXISTING 12 CA LINE AT THE POINT THE
<br /> ,� �o » U M1 0 U 1 °_ 12" X 90' ELBOW WAS REMOVED. ROUTE NEW 12'� ASTM
<br /> �., � POC 8 CA i � q. UGM110 U M50� 4�� A A A
<br /> � � � A A . A � _ _ _ A53 GRADE B SCH 4Q PIPE SOUTH FOLLOWING THE PATH
<br /> o TO EXIST. � - - - - 4°� A � PEDESTRIAN � OF THE REMOVED 8 CA LINE. SURPORT THE NEW PIPING
<br /> � � ` 8„�A $�, 4,� �W TUNNEL I AS PER PER DETAILS �1 AND �2 ON SHEET 40-023-M599
<br /> \
<br /> --- IE 97'-2" SUMP �» A 2° 8" A AT A MAX. 10' INTERVAL WITH B-LINE �B3100-12 STD. '�.�
<br /> 30"�x4'-0" Sp-1 8„ CW IE 96'-3" 8" CW HANDRAIL
<br /> CLEVIS HANGER CONNECTED T0 THE TUNNEL CEILING
<br /> -- -- I
<br /> INSERTS VIA 3/4"� THREAD ROD. PROVIDE TRANSVERSE
<br /> � � � 2° w pS N P AN =__ � ~ � ' BRACING AT A MAXIMUM 30' INTERVAL AND LONGITUDINAL
<br /> � � � „ - �, ,, " SAN BRACING AT MAXIMUM 60' INTERVAL.
<br /> � � / g" q 6„ SAN 2» 1 1/2 PSAN 4�, CW 6» SAN 6 ,_ „ �
<br /> �---- --- » » 2 PSA (PU�1P DISCHARGE 8 A ;, 2 PSAN IE 95 9 „ �, �
<br /> 1 1/2 PSAN I 8 CW 6 1 1/2 SAN � PROVIDE A 12 X 12 X 8 STD. WEIGHT BUTf WELD
<br /> REDUCING TEE. ROUTE 8" ASTM A-53 GRADE WELDED
<br /> � EMBEDDED IN 2" PSAN UGM110 M517 , � P PING EAST TO CONN�CT TO THE EXISTING 8" CA: LINE
<br /> 4,� UGM110 UGM501 CONCRETE �
<br /> �-�p� FOR SUMP PUMP 8" , „ RUN ON THE EAST SIDE OF THE PEDESTRIAN TUNNEL:
<br /> j : �OT ���D 8 INSTALLATION , 4 A CONNECT TO THE EXISTING LINE AT THE RELOCATED 8"
<br /> � � A A q A n A A Q A A A A FULL PORT VALVE. SUPPORT THE NEW PIPING AS PER �'��
<br /> A �� �',
<br /> _ = - _ - PER DETAILS �1 AND �2 ON SHEET 40-023-M599 AT A
<br /> -4 �� - P-5 2" A 4�� MAX. 10' INTERVAL WITH B-LINE �B3100-12 STD. CLEVIS
<br /> 2 A
<br /> HANGER. �;.
<br /> � » � SUMP 24 � X 3 -0
<br /> 1 UP TO UTILIIY CHASE ( PICAL � PLCS) 1 PSAN : 6 X8 � Y :
<br /> I . 8" A � FOR SUMP PUMP � ' ' R O U T E T H E N E W 1 2»� W E S T T O T H E T U N N E L W A L L AND
<br /> S U M P 2 4"� X :3,_Q„ � INSTALLATION SEE 5 UTILIIY TRENCH
<br /> D R O F P I P I N G D O W N T O M A T C H T H E B O P E L E V A T I O N O F T H E '
<br /> FOR SUMP PUMP � . C � 4» �W UGM110 M517 1 REMOVED 8" LINE. PROVIDE A PIPE SUPPORT AT THE
<br /> � INSTALLATION SEE
<br /> - 5 UGM 110 U 6�, A ECBOW:
<br /> � UGM110 M517 1 1/2" PSA�I 4�
<br /> I 2» A ROUTE NEW 12" CA LINE SOUTH ALONG THE WALL USING
<br /> � _ I THE EXISTING PIPE RACK SUPPORTS. E�:
<br /> N D �,,,
<br /> . . . I . . . . ' . � . ' - . . . . . . � � � � . . . . . . . . . . . . . . . . . . . I I . . . . . � .. � � . . . . .. . . � . � . . . . . . . . . . � f-�
<br /> . . . � . ' . ' . . ' . . . ' .. � � . . . - -. . . . . . _ . .. . . . . . . . � . `" vw � . .� . . � . .. " . . . . . - . . � . � � . �. � . .
<br /> .. . . . . I ' . � ' � . � � ' � � � . . I . .. . �. . . . � � � " . . � � . � . . . . . . . . I . �. . . . . . . . . . . � . . I � � . . . - � . . . .. . - - . . . . . .
<br /> o E
<br /> �
<br /> m 6"x4" PIW � , ,.
<br /> � � : C� EL=96'-10" 1" SAN z �
<br /> . Z . . � . . . . . , . . . . , . . . . . . . . . . � . . . . - . . . .. . . . -. . . . . . . . . � � . . � � � � � . � � � . . . � � J � : . . . � . � . . . � . � � - � .� . � � . . .. � . .
<br /> I— � � � ,
<br /> C� � a Q �
<br /> _ � �
<br /> X � .
<br /> w I i � i
<br /> I 8» A
<br /> � 1 1/2» PSAN 4" �"� , :
<br /> 6» A
<br /> I � � ��2.� PSAN
<br /> I
<br /> : : MATCH LWE �
<br /> �� �� � —T------- SEE DWG UGM113 � ii �1' �z i3 i4 �5 �s i�
<br /> � � � Q Q
<br /> I , � � � I
<br /> � 6'x8' TILITY TRENCH : I,3 �LD� � .
<br /> � � ���33 I i .
<br /> II I I I , � �
<br /> . '' ' ' ' _�
<br /> , , �
<br /> � 6'X8' UTILITY TRENCH N � UGI�111 UG 11
<br /> : : g �t�c � � uc��� c�' ��
<br /> : � I GA�11 UG 11 ll�k�11�
<br /> � � "�
<br /> , K
<br /> -- — - --r-- •
<br /> �i � � i i � �
<br /> I�� ��3I
<br /> (i I I I
<br /> �ARTIAL UNDERGR��ND PLUMBING PLAN : : : ��t P�� N
<br /> SCALE:1/8"=1'-0" FIRST FLQOR EL 100'-0" � : SCALE: NONE
<br /> 4' 2' p 4' g' 12' �6' 20' �
<br /> �
<br /> �
<br /> n
<br /> : a 1"H E AU STI N w.o. No.
<br /> C�IYi�!"0� I 90-5516D
<br /> SEQ. N0. �
<br /> : CONSULTANTS ARCHITECTS �
<br /> ENGINEERS CONSTRUCTORS �
<br /> �
<br /> ' ACCEPTABILITY DRAWN BY FAL O3 E10-91 SUBTITLE SYMBOL DATE-
<br /> $yM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ❑ AU B U R N� WA. 9 g O O 2
<br /> BE �EvuE wa. g800� TH�S oES��N �oioR �HE�KEo MR o3-�5-9� PARTIAL UNDERGROUN� PLUMBiNG PLAN SH��ST R�,�S�oN E $ os ,8 �
<br /> RECORD DRAWING ISSUED TO OWNER LMM LMM 11-15-93 E COMPRESSOR & DRYER UPGRADE WO#22334128 KGP DH/FB 8-06-18 � �- � SPECIFICATION IS APPROVED N R. T Tir�E �
<br /> ■ EVERETT, WA. 98201 .�
<br /> A ADDED .DRAIN LINES RLS . 9—Z9-9`J ������ : APFROVED BY DEPT. DATE GMW O4—OZ—J� � �� � � � �� �
<br /> oi ,:;
<br /> FACILITIES DEPARTMENT ❑ KENT, WA. 9803� cHECK�o \�iY '�J
<br /> . i i �UiLDIN�G 40-34
<br /> B COMPRESSED �il� UPGRADE W0�11683395 KGP DH/FB 6-10-13 ❑ P�R�'�N�, �R.. 97220 WLH BEC 6 5 91 LMM 04-06-91 -
<br /> JOB N0. COMP N0, �
<br /> SED � R UPGRADE WO 11683395 KGP DH/FB 6-03-14 ❑ R E NT�N, WA. g 8��J J �PRovE� 0001 Z669 �
<br /> C COMPRES �i # APPRovEo LMM 05-31-91 �
<br /> D REVISED TO INCLUDE 12"� PIPE W0�11683395 KGP DH/FB 7-10-14 ❑ S EATTLE,
<br /> �l�/A: 98124 �ECHAN�. WU�R COl. I—I.3�11-13 EVEREl'f� lil1A owc No. 40-34—UGM110 '
<br /> .. . . v
<br />
|