3003 W CASINO RD 2017 BLDG 40-02 Plans 2022-11-23

MATCHLINE - SEE DWG 45-YD-M110-16 -- -- -- -- -- -- -- -- -- -- -- -- LEGE�ID ► � � � CW WATER I — -- -- .� I � Q � 0 � � — — — — ---. � a � � � � � � � � � � I --- A ---- A AIR � I i � �- TIE-IN POINT TO EXISTING I `c I I Q � � � � ( � I aQ f ' I �D I � Q � I � � � I —� � Q --� — � � � GENERAL NOTES � � � � � , B � B FWD HARDSTAND SEE PROFILE � 2" STOP AND WASTE VALVE WITH CURB BOX APPROXIMATELY 2 � � � -- �iH-1 O-�1 �58�--� - - --� � FEET FROM BUILDING EXTERIOR. USE A D.I. PIPE CAP REDUCER 1 � � ^ � P — -- -�. � __._ � � �, / IMMEDIATELY UPSTREAM OF VALVE (3" DIP TO 2" COPPER 2 � � � �` � -- — — — — — -� o � � � � 1 � � PIPING). SEE DEfAIL 2/M360. � M110–�1 7� I – 58-3 5$–� 2 � 2. INSTALL 0.008-INCH THICK LINEAR LOW-DENSITI' POLYETHYLENE BUILDING 45-214 FILM AROUND BURIED COPPER WATER LINE AND EXTEND � 8 - - SEE PROFILE 6-INCHES PAST CONNECTION TO BURIED DUCTILE IRON WATER Q + LINE. , M110-07 M 58-3 I 8 26094 - M110-07 M5 8-3 � 6„A M 1 - 1 47 3. PROVIDE LINK-SEAL MECHANICAL SLEEVE AT ALL WATER AND 26098 -X.X � COMPRESSED AIR PIPE PENETRATIONS OF CONCREfE PANEL ON 6A ( GRADE. A -�-- A -^-, A - - c- 26096 C-X.�X 6'�A A l�' � - --- A -- A _ 6_A • 6"W cw o-� �� c � cw �W ---r A --- A - -- A -- A - 6 A . . . Q CW �- - A ----- A 6"W 2"W cW - A - A --- A - A ---- A , 2"q 2"W I N 2»A I 6"W c-x.�c c-xx � '�„W yy �' 3"CW 2 � �2pA �9 C-X.X � � 2"q 2"W Cw (\J � 97 -X.X . 2609 C-X.X � 1 "CW 2 � �i m 4 SOUTH MAIN i m I 3 CW � � � A � SEE PROFILE � R EFER EI� � E D RAWI �I GS � �� I �� -- �� ' '� 2 �„ M110-21 M476 � �� o `�' I 1 I � o � � 5 BUILDING 45-206 3� ❑ N � 2 I M 11 � � I � n � I �- 1 1 0- 1 M 4 6sEE PROF�� Q p M 110-21 M556 � i � �' A F T H A R D S T A N D 2 0 ( � �� � � � � � � � � M110-21 M476SEE PROFILE FWD HARDSTAND � I I � � � � � I SEE PROFILE � � Q N � � D �N � I � � � o o , � , �, � � CONSTRUCTION �IOTES � ( � � � �•M � I� � PROVIDE NEW FORWARD HARDSTAND. CONNECT NEW DOMESTIC I I --- Q � ( � I I WATER AND COMPRESSED AIR PIPING TO EXISTING MAINS AND ° � CONNECT TO NEW HARDSTAND. w -- - A � 9 HARDS z � M110-22 M476 sEE P U 2�. PROVIDE NEW REDUCED 2" WATER FROM FORWARD HARDSTAND Q Q AS INDICATED AND CONNECT TO 2" WATER SERVICE TO AFT 1 HARDSTAND. � � AFT HARDSTAND � � 3. REFER TO DETAIL 1 ON REFERENCE DRAWINGS 45-YD-M360 AND M110-21 M558 SEE PROFILE 45-YD-M361 FOR SIZES OF EXISTING WATER AND AIR PIPING BETWEEN MAIN LINES AND HARDSTANDS. CONFIRM SIZES IN FIELD. 4. INSTALL 0.008-INCH THICK LINEAR LOW-DENSITY POLYETHYLENE I � FILM AROUND BURIED COPPER WATER LINE ANQ EXTEND I � 6-INCHES PAST CONNECTION TO BURIED DUCTILE IRON WATER LINE. PRQVIDE DIELECTRIC FLANGE AT CONNECTIQN POINT. �' 5. PROVIDE LINK-SEAL MECHANICAL SLEEVE AT ALL WATER AND �o ° ° o� COMPRESSED AIR PIPE PENEfRATIONS OF CONCREfE PANEL ON �� o GRADE. �04 � � � �� �� ! - �a� � m�� r�.___� �, _�, � o � � � B � � EI � � PRQPERTY I�tl � � � � � 0 a2 � � os� � . 04 r� � � o 05 .�. ^_ ee l a� a , � I I O6 � 07�. . -� 08, 09 I I 10 m11 � � 1� 12� 13 14 � p m I 15 �0 16?� ' 17 18�� i19 � a � � ( I 20 21 22 � 23� 24� 25 126 ----27 � 28 �c_ I ( 90 - �'� 30 I I - � -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- K EY P �AN � I 0 SCALE: NONE ' v N G I N E E R S 9� /o SUBMITTAL PARTIA� P �A�1 40 2o a 20 4a 8a - 1601 Fifth Avenue, Suite 900�Seattle,WA 98101 0 SCALE: , �� - 40� N ph 206.623.0717�fax 206.624.3775 I S S U E D F 0 R P E R M I T 1Aj''� coffman.com r r LASTING creativity�resuqs�relationships SCALE. I .'"F'l1 � C SYM REYISION BY APPROVED DATE SYM RE1/ISION BY APPROVED DATE �L S� ACCEPTABILITY J. O'MALLEY OI.IO.Id SUBTITLE CURRENT REVISION SYMBOL DATE c �� s�r�'� THIS DESIGN AND/OR AI R AN D WATER W4535737 � o5.os.�� ; A 777X STALL MODIFICATIONS - PHASE 2 W4535737 CEI MS 05.09.17 �' ��' SPECIFICATION IS APPROVED SHEEf a BOE,�� TITLE 777X STALL MODIFICATIONS - PHASE 2 � � z APPROVED BY DEPT. DATE M 110 21 CHECKED � SITE 45-YD = 36611 APPROVED JOB N0. COMP N0. � REGISTE�� APPROVED �wc No. � �`S`�IalVAL �l MECHANICAL MASTER EVERETf, WA 45-YD-M110-21 5/9/17 (PAPFR SPACFI SFF� 45-Y�-�111 fl�W(;