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<br /> ' TWO OR FOUR 4"x4"x8"WOOD � STEEL CASING, 6'-0" OC FOR CARRIER PIPE OR AS RECOMMENDED NOTES �
<br /> ' SUPPORT BLOCK PER SKID. NOTES ' WALL THICKNESS&SIZE � BY MFR-MIN. 3 INSULATORS PER PIPE LENGTH.
<br /> 1. ALL JOINTS OF CARRIER PIPE WITHIN CASING SHALL ; PER PLANS— INSTALL ON THE SPIGOT END ALIGNED W/THE 1. NEW AN51/AWWA C200 STEEL CASING AS REQUIRED �
<br /> VOIDS CREATED BY BORING SHALL BE FLANGED(FL)OR MECHANICAL JOINT(M1) REFERENCE MARK (SEE PLANS AND SPECIFICATIONS).
<br /> j i American Property Development,Inc.
<br /> BE FILLED BY PRESSURE GROUTWG �C/L SKID FITTINGS WITH MEG-A-LUG RESTRAINTS. � i 1 1 2" GROUT PORTS 110 110th Avenue NE suite 550 � . .
<br /> � � 2. PROVIDE 1" MINIMUM CLEARANCE BETWEEN eellevue,WA98004
<br /> A STAINLESS STEEL BANDS 2. CARRIER PIPE WILL BE PRESSURE TESTED BY SECONDARY CARRIER
<br /> �EVERY 10' CASING AND CARRIER PIPE BELLS AND I
<br /> , 1 1/2" GROUT PORTS \ 2 PER CARRIER SKID C O N T R A C T O R A N D T V I N S P E C T I O N B Y C I T Y C R E W S. PIPE PER PLANS }' A APPURTENANCES. �
<br /> EVERY 10' � �
<br /> ���n�nn m-;,�„n j�n�,,,,,,,, „,,,,,,,,,,,, ,,,,,,,,,,,„,,,,,,.,,,.,,.,,.,,,,,.,,.,.,,,,,,,,,.. 3. CAR R I E R S KI DS S HALL B E SECU RE LY ATTACH E D TO ! � � 3. CO NTRACTO R TO V E R I FY CAS W G SIZES P R I O R TO �
<br /> ', CARRIER PIPE W/STAINLESS STEEL(SST) BANDS(MIN i ORDERWG AND SIZING CASING INSULATORS.
<br /> ' ?%:%%j %�`%i 2 BANDS PER SKID SET). , '
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<br /> //,;_�� %�-�%�/ � � _ _ _ _ _ � 4. ALLJOINTS OF CARRIER PIPE TO BE RESTRAINED. �
<br /> I / 4. CARRIER SKIDS SHALL BE ROUNDED OR BEVELED � I Z
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<br /> ON LEADING EDGE,AND SHALL BE NOTCHED TO 5. CASING SHALL BE FILLED WITH FINE CLEAN DRY I o
<br /> � � i ' RECEIVE SST BANDS. ,_ SAND CAREFULLY AIR BLOWN IN SUCH A WAY TO W ~
<br /> CARRIER PIPE z
<br /> ELIMINATE ANY VOIDS. U N �o
<br /> 5. CARRIER SK�DS SHALL BE PRESSURE TREATED WQOD W a �
<br /> !��%�i��',i,%�%i�������/� 4"x4"x48" (2 SETS OF 2 SKIDS PER LENGTH OF PIPE). � U � N
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<br /> ( SPECIFIED CLASS BACKFILL MATERIAL. Q � 'm �
<br /> ' CONTRACTOR MAY USE APPROVED PREFABRICATED ` ��o ' '
<br /> ', 1/4 PIPE LENGTH SKIDS PROVIDED A 1" MIN CLEARANCE IS ; � , J UWl g"w
<br /> FROM EACH END � i 7. CASING APPURTENANCES AND ALL OTHER ' o'��
<br /> MAINTAINED BETWEEN JOINT FLANGE AND CASING. I � � ' ` + J Z o�a
<br /> CARRIER PIPE SKIDS ___ ' CEMENT GROUT CAP OR M I S C E L L A N E O U S I T E M S T O B E F U R N I S H E D B Y w�J
<br /> A 6. S E C O N D A R Y C A R R I E R P I P E S S H A L L B E S E C U R E D T O ----
<br /> END S E A L B O T H E N D S CONTRACTOR. �,, � J ��a
<br /> T H E T O P O F T H E M A I N C A R R I E R P I P E A S S H O W N. N w m`^
<br /> 1/2" DEEP NOTCH TOP A
<br /> BLOCKS& IN SKIDS FOR Z�
<br /> PIPE ZONE MATERIAL i , Z
<br /> SST BANDS 7. SECONDARY CARRIER PIPE WILL BE TESTED BEFORE I ( � Z m
<br /> , CASING ANNULAR SPACE 1S FILLED. � 18" MIN-36" MAX � v V g a
<br /> , (TYP EA END) ' � o �
<br /> I� 1 1/2" GROUT 8. END SEAlS SHALL BE PRQVIDED FOR THE JACKED I Q
<br /> PORTS EVERY 10' 1 1/2" GROUT PORTS EVERY 10' CASING PIPES.THE END SEALS SHALL BE APS ! �
<br /> STEEL CASING STANDARD MODEL AM AS MANUFACTURED BY �
<br /> FOUR 4'x4 x8 WOOD SEE PLANS ADVANCED PRODUCTS(WWW.APSONLINE.COMj SECONDARY i
<br /> ' SUPPORT BLOCKS PER STEEL CASING TWO 4"x4"x8"WOOD OR APPROVED EQUIVALENT. I PROVIDE 1" MIN CLEAR BETWEEN CARRIERS ! �
<br /> I SKID NO SECONDARY SEE PLANS SUPPORT BLOCK PER � CARRIER AND CASING. (TYP) CASING CENTER LINE �
<br /> ' CARRIER PIPE SKID NO SECONDARY 9. CASING,APPURTENANCES AND ALl OTHER �(TYP)
<br /> ', � CARRIER PIPE � MISCELLANEOUS ITEMS TO BE FURNISHED BY
<br /> ,i ,,i�1L1L1I�, ��,,,�,.«f` COPYRIGHT OC 2005. ALL RIGHTS RESERVED
<br /> �``Y «� CARRIER PIPE SEE `` UL CARRIER PIPE SEE CONTRACTOR. I
<br /> , /`` � PLANS / � �'�� PLANS SUBMITTAL/REVISIONS
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<br /> STAINLESS STEEL �� ""� � �' i DA1E DESCRIP710N
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<br /> � ', BANDS 2 PER / � � '
<br /> � SKID SET / / � � ' � 1 2/2Q/1 BID SET
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<br /> � � Y / 1b 3/23/18 ADDENDUM #1
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<br /> Z � �"„���� � �'`'`,,,,,���� ? i INSULATOR (TYP)
<br /> '�. � STAINLESS STEEL � � a I
<br /> � ', � � �� BANDS, 2 PER SKID SET � „>� � ° ; . ,
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<br /> p !,i o CASING INSULATOR CASING INSULATOR CASING INSULATOR �
<br /> � i TWO CARRIER PIPE w ( W/CENTERED AND RESTRAINED AND CARRIER RESTRAINED W1TH
<br /> � � TWO CARRIER PIPE i SKIDS. 2 SETS PER PIPE � •; RESTRAINED AT BOTf'OM OF CASING MULTIPLE SECONDARY
<br /> Z SKIDS. 2 SETS PER PIPE � o SECT�ON o CONFIGURATION. CONFIGURATION. CARRIERS.
<br /> ° , 3p° 3�� SECTION 3�° 3� ; �
<br /> � � � EXAMPLE OF PRE-FABRICATED SKIDS AND INSULATOR CONFIGURATIQNS �
<br /> o ��.,e��ae�oa�e o SECTION A—A ;�r�E o4��o�3a�ezol�' '
<br /> o EXAMPLES OF FIELD ASSEMBLED CASfNG SKIDS ,,,E 04 03 2016 � ,Srq„oqRpoppv;,„��a
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<br /> cQ ', SECTION A-A i FIELD ASSEMBLED SKIDS 619 qQ I PRE-FABRICATED SKIDS 618
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<br /> �' NpTES NOTES
<br /> 1. ANY PLUMBING WITHIN THE BUILDING MUST ! ' 1. ALL BACKFILL MATERIAL SHALL BE PLACED W IIFTS ■
<br /> COMPLY WITH THE CURRENT UNIFORM PLUMBING I �i NOT TO EXCEED 12 INCHES BEFORE COMPACTION I �
<br /> ', CODE AS AMENDED BY THE STATE OF WASH.. I I UNLESS AUTHORIZED BY THE ENGINEER DUE TO THE i
<br /> I / j j CHARACTER OF THE MATERIAL AND THE � �
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<br /> 2. THE SIDE-SEWER OUTSIDE THE BUILD►NG MUST COMPACTING EQUIPMENT.
<br /> ' COMPIY WITH THE CITY'S DESIGN AND z MIN. 95%COMPACTION / 2. MECHANICAL COMPACTION OF BACK FILL MATERIAL �
<br /> CONSTRUCTION STANDARDS. ' � / ,
<br /> � '� ' SHALL NOT BEGIN UNTI�THE DEPTH OF COMPACTED � �
<br /> 3. OTHER METHODS FOR BACK-WATER PREVENTION � � "' / / � BACKFILL MATERIAL IS 2 FEET ABOVE THE TOP OF z
<br /> ' 1 b MUST BE APPROVED BY THE CITY. z P I P E. � N �
<br /> ' � / J Q 3. EACH UFT SHALL BE MECHANICALLY COMPACTED TO M Z
<br /> ' 4. PRIVATE MH ACCESS STRUCTURE MUST BE
<br /> ' WATERTIGHT,CORROSION RESISTANT&SUITABLE ; � o T H E R E Q U I R E D D E N S I TY P RIOR TO PLACING �
<br /> I FINISHED Y SUBSEQUENT LIFTS OF BACKFIIL MATERIAL. �
<br /> GRADE — RING AND COVER FOR UNDERGROUND BURIAL COVER MUST BE ' � o �
<br /> P E R S T D D W G G A S-T I G H T L O A D-S U P P O R T I N G A N D R E M O V A B L E. I,I m o 4. COMPACTION TESTS SHALL BE AS REQUIRED BY THE !
<br /> ' 610(H20 IOADiNG) RECOMMENDED STRUCTURE iS 30 DIA � CITY ENGINEER BUT IN NO CASE LESS THAN 2 TESTS � � z
<br /> ' WITH REQUIRED ADIUSTMENT REINFORCED CONCRETE PIPE (RCP) PLACED I a �
<br /> ', - - RINGS AND ADAPTORS VERTICAI ON CAST IN PLACE (CIP)CONCRETE BASE '� MIN.90%COMPACTION w EVERY 200 FEET OF TRENCH (ONE AT SUBGRADE AND O
<br /> ', 48" DIA RCP WITH BEII UP. PROVIDE MANHOLE(MH) FRAME h � ONE AT 50%OF TRENCH DEPTH). Q � �
<br /> AND COVER(STD 607A OR 607B). � �
<br /> ' S. IN PI..ACE DENSITY AND MOISTURE CONTENT WILL BE i z
<br /> � i � D922RMINED USING NUCLEAR METHOD,ASTM 'I � _
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<br /> ', 4"/6" GRAVITY ! 6. LABORATORY MAXIMUM DRY DENS�TY AND � Q �
<br /> ' SEWER IN � OPTIMUM MOISTURE CONTENT WILL BE DETERMINED
<br /> � USING THE MODIFIED PROCTOR METHOD IN
<br /> ' , z , %� / ' ACCORDANCE WITH ASTM D-1557. O �
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<br /> o � � � �i _ //MIN.90%COMPACTION � i � � W
<br /> � ' 4"/6"GRAVITY � � � / �// � F M �
<br /> N SEWER OUT �, / �7
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<br /> � � 90%COMPACTION FOUNDATION MATERIAL AS W � t
<br /> � °� � � � REQUIRED � �J
<br /> � �� � SEE STANDARD DRAWING 611 � --
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<br /> J a~ ! BACKWATER VALVE CON NECTION s�°"°""°°""w'"`"° w,� ; —
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<br /> ^ _Q� j TO SANITARY SEWER (22 A Q�� COMPACTION 62O Q
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