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__ _ _ _ _ _ _ __ _____ ____ __ _ _ _ . __ ______ ______ __ ___ _
<br /> , NOl'ES � .>_
<br /> 1. AS ACCEPTABLE ALTERNATNES TO THE REBAR 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
<br /> SHOWN IN THE PRECAST BASE SECTION, FIBERS EX PAVEMENT �� � � � �p
<br /> (PLACED ACCORDING TD THE STANDARD (� (� E A L L O W A N C E S 2. THE BOTfOM OF 7HE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. �
<br /> SPECIFICATIONS), OR WIRE MESH HAVING A MINIMUM g ��� STANOARQ TRENGH SECTIQN
<br /> AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE 3. THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR
<br /> USED WI7H THE MINIMUM REQUIRED REBAR SHOWN MAXIMUM DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. j a '�,� �w. MIN '-����•'�� I I SEE STQ DWG 610
<br /> 1N THE ALTERNATIVE PRECAST BASE SECTION. WIRE PIPE MATERIAL INSIDE �� � ,4�� \ /
<br /> DIAMETER 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. �`�,�� �� � � `� g' V�� `�`�" °� ( I
<br /> MESH SHALL .NOT BE PLACED IN THE KNOCKOUTS. M �: �Q ��g� ���x�� ��e ��; �;� � , ��;;L�,�` �
<br /> PROVIDE A 1.5 MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF >y q � �� ,�;��� � ,�'����'� ��`��°��� � I I �
<br /> , 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER REINFORCED OR THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN y� "< :��\, � I / ALTERNATE �LOPING
<br /> ' THAN 20". KNOCKOUTS SHALL HAVE p WALL �2.�� ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-04.3. � � �,, � �� I
<br /> PLP,IN CONCRETE �"` � �;� ' � / TRENCH WALL
<br /> THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. ;� � 4 � �
<br /> PROVIDE A 1.5" MINIMUM GAP BETWEEN THE `� � '� , / �;;:�,?�' � �
<br /> KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. � ALL METAL PIPE 15" ,��� 1 f:� ,,�`;� �
<br /> AFTER THE PIPE IS INSTALLED. FILL THE GAP WI7H Z ���, w,, ��y,.�� UPPER LIMIT OF
<br /> 1� � � � a� � � PIPE ZONE
<br /> JOINT MORTAR IN ACCORDANCE WITH S7'ANDARD CATCH BASIN DIMENSIONS k�� �`;� ' '
<br /> WSDOT SPECIFICATION 9-04.3. CPSSP �k 12„ � ��' �� 2 � ��� �`'
<br /> (WSDOT STD. SPEC. 9-05.20) MINIMUM BASE REINFORCING STEEL �'g° � ` � 4'= `
<br /> CATCH MAXIMUM � �,�i: �, .� �
<br /> 3. THE MAXIMUM DEPTH FROM THE FINISNED GRADE TO SOLID WA�L PVC BASIN �A�-L BASE KNOCKOUT OISTANCE in ?/ft. IN EACH DIRECTION_ � 2� ` ,,��� _
<br /> � � � � THE LOWEST PIPE IMlERT SHALL BE 5 . � � �5�� � THICKNESS THICKNESS BETWEEN � � � �� � � ��;,�,_, N �
<br /> (WSDOT STD. SPEC. 9-05.12(1)) DIAMETER SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE ���'� 6 9`�`' '-
<br /> ,,,
<br /> 4 THE FLA GE UP OR DOWN Y .BHE NFRAME MA�TBE (V�/gDOT TD�.LSPEC. 9-05.12(2)) �5, 48" 4" 6" 36" 8" 0.23 0.15 �� CRUSHED�E C U�RSE �
<br /> C A S T I N T O T H E A D J U S T M E N T S E C T I O N. S
<br /> 5. 7 H E P R E C A S T B A S E S E C T I O N M A Y H A V E A R O U N D E D �kCORRUGATED POLYETHYLENE 54" 4.5" 8" 42" 8" 0.19 0.19
<br /> FLOOR, AND THE WRL�S MAY BE SLOP�D AT A RATE . STORM 5EWER PIPE gp�� 5" 8" 48" 8" 0.25 0.25
<br /> OF 1:24 OR STEEPER. 72,. . � � � 3 � : "
<br /> 6' 8' 60' 12' 0.35 0.24 O
<br /> 6. 7HE OPENING SHALL BE MEASURED AT THE TOP -0F 8" 12" 72" 12" 0.39 0.29 �
<br /> THE PRECAST BASE SECTION. 84
<br /> � 8" 12�� g4�� 12" 0.39 0.29 PIPE 24NE SEE I.OWER LIMIT �F '
<br /> 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER 96 y� STD DWG 611 F
<br /> THE BASIN HAS BEEN PLACED. ;�' PIPE B QDINGL f° RIPE ZONE
<br /> ;�� SEE NOTE BELOW
<br /> PIPE ALi.OWANCES �� ,
<br /> CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER ���� r'"�
<br /> � � ALL SOLID PROFILE ��� ;��'`;`i� �� �� ;:v� �`,'
<br /> BASIN OVER EXCAVATE AND PL610E
<br /> �IS i `�o DIAMETER CONCREI�E METAL CPSSP WALL WALL ���� �������� 4 '��' '�n�� �`� �'� FOUNDATION MATERIAL �LASS A. B
<br /> �,. ��
<br /> PVC PVC �� W (SEE NOTE 1j QR AS APPROVEO BY THE ENGINEER
<br /> �� � � 4e�� 24°� 30" 24�� z�,� 3a�� LIMITS OF TRENCH: ' WHEIV SPECIFIED.
<br /> �+ ; _
<br /> � / 54" 30" 36'� 30�� 27�� . 36�, , a N�TEJ : -, .
<br /> � I W = MAXIMUM WIDTH OF TRENCH. FQR PIPES 15" �R LE5S IN DIAMETER W = 4D". FOR PIPES 18" OR
<br /> � // ( 60" 36" 42" 36„ 36" 42„ ' GREATER W = 1 1/2 x I.D. + 18". PIPE MUST BE CENTERED IN 1RENCH.
<br /> �� � 72" 42" 54" 42" 36" 48" t. W s MAXI�tUM WIDTH OF TRENCH. FOR PIPES 15" �- �� Gm' OF EVERETT STANDARD DWG 316 FOR
<br /> OR LESS IN DIA W=40'. FOR PIPES� 18" OR PAVEMENT PATCH DEiAILS.
<br /> #3 BAR EACH CORNER � ( s4�� 54�� so° 54�� 3s�� 48" GREATER Wai.s x i.a. + ie~. PipE Musr eE BEDDING AND FOUNDATION MATERIALS:
<br /> 18 MIN. � , , , CENTERED IN TRENCH. 8• ���� ��NCH w�s wrrH sHORiNc ro pipE BEQDING MaTERIAL SHALL BE CRUSHED SURFACING BASE �OURSE CONFORMING TO SECTION
<br /> 96" 60" 72" 60' 36' 48' CdNFQRM TO O.S.H.A. REGULATIONS. g-03.9(3} OF THE STANDARD SPECIFiCATiONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
<br /> ; 2. ALTERNATE SL�PING TRENCH WALL TO MEET
<br /> Corrugated Polyethylene Storm Sewer Pipe (Std. 5pec. 9-05.20) 9. SUBGRADE �R GROUND SURFACE IN NON-PAVED WSDOT/APWA.
<br /> �Std. Spec. 9-05.12 1 O.S.H.A. REqUIREMENTS (NO SLOPES STEEPER TNAN
<br /> Skd. Spec. 9-05.12�2�� 1:1 EXCEPT FOR ROCK). ��� OPTIONAL PIPE BEDDING (TO SPRING-LINE) FQR PIPE 45° DIA AND LARGER: PEA GRAVEL OR 3/4"
<br /> 3. SUITABLE NATIVE MATERIAL OR 1MPORTED GRAVEL �fl' ��`vATED NATIVE MATERIAL OR STOCICPILED CLEAN ROCK CHIPS AS APPROVED IN ADYANCE BY ENGINEER. "
<br /> #3 BAR HOOP BORROW AS DIRECTED. COMPACT TO 909G MAXIMUM �KFILL MATERIAL OVER EX�CAVATION AND PLACE�AENT OF FOURIDATION MATERUIL, IF REQUIRED SHALL BE FOUNDATION
<br /> .. DENSITY. 11. FOR ALL TRENCHING TR,4NSVERSE TO THE �lATERIAL CLASS A OR B CONFORMING TO SECTION 9-03.17 OF THE STANDARD SPECIFlCATIQNS FOR
<br /> '' � • '. • GAi'Ct-6 8�51i� FRAPAE A3�3[3 4. FOUNDAl10N GRAVEL IF REQUIRED BY THE Eh1GINEER ROADWAY BACKFlLL ABOYE THE PIPE ZONE SHALL RQAD, BRIDGE AND MUN,ICIPAL COPISTRUCTION WSDOT/ARWA
<br /> • ' ► ' ° `��E� ���F � TO REPLACE UNSUITABLE MATERIAL. ,SHALL BE 8E C(}NTRQLLED DENSIM FILL. SE� SECTION
<br /> �R MI�1dH0�E �213dG A,�lD COVEFt FOUNdATiON hIAAfERIAL CLASS A. B OR A$ 3-9.6 & 3-20.1 OF THESE STANDARDS. pROCEDURE F�R COMPACTION:
<br /> � APPROVm BY THE ENGINEER. 12. FOR UTILITY CUTS SUCH AS GAS, TELEPHONE, .
<br /> ���o� POWER, AND CABLE N LONGITUDINAL TO THE PROVIDE UNIFQRM SUPPORT UNDER PIPE BARREL.
<br /> 5. FOR ADDfTIONAL COMPACTION INFORMATION SEE ROADWAY, BACKFILL SHALL BE CONTROLLED
<br /> ao Z STANDARD DWG fi15. DENSITY FILL SEE SECTION 3-9.5 OF THESE COMPAGT BEDDING MATERIAL TO 909C MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP
<br /> � � � REC`fANGtlI.AR �4DJt15TMEt�tT S�C11QN ONLY. ,
<br /> t OR CIRCULAl� ADJUS�lAEM' S�C710N g, IF DIRECTED BY THE ENGINEER THE TOP THREE TO �����
<br /> � � '' FIVE FEET OF BACKFILL SHALL BE IMPQRTED HAND TAMP UNDER PIPE HAUNCHES FOR ALL BED�ING MATERIALS,
<br /> �,, Y .. � �. ��'� GRAVEL BORRQW OR SUITABLE NATIVE MATERIAL �
<br /> - COE STANDARD DWG N0. 406C c� `" COMPACTED TO 95?� MAXIMUM DENSITY. FQR ADbITIONAL COMPACTION INFORMATION SEE STANDARd DWG 815.
<br /> � � • • � • ' • ' > ° �'l�'T SLA9 TOP .
<br /> a' :a• '��� �'+',.
<br /> F2A E AND VANED GRATE � ' `' � p
<br /> F M � `���� '���� 3 T Y P I C A L T R E N C H C O M P A C T I O N 4 T Y P I C A L T R E N C H S E C T I O N
<br /> . ,
<br /> :::.,
<br /> � � ..;.. y
<br /> �- C4.7 NOT TO SCALE COE STD DWG N0. 615 C4.7 NOT TO SCALE COE STD DWG N0: 610
<br /> ,, 3 � c�t�+�� = ;.
<br /> �p� 2 p'' � '`• 48". 54". 60", 72'�, 8�" t7R 9�" ► :'� ---
<br /> r�,�� �'' .`." t�ER PIANS �° /''�
<br /> . .y 6+ MOR�'AR {T{P:) �LJTE�.
<br /> � � ., _. �.�wu. u ..W,we.,,�w
<br /> �+ s" � '.i� � �• 1; ALL BACKFILL MATER(AL SHAU_ BE PLAGED IN LIFf�
<br /> � - . •. .';.� ` `� � �''' NOT TC� EXCEEb 12 INCHE5 BEFQRE CdMPACTION
<br /> • ` ��:r � ` �' STEPS OR , M1h1.95%CQMPACTION UMLE55 AUTH4RIZED BY THE ENGINEER DUE TO
<br /> t.,�DDE�t 3 MIN TNE GHARACTER OF 'fHE MATERIAL AND THE
<br /> 6'� OR 12'� CQMPACTiNG EQUIPMENT. .
<br /> ` � 2, MEGHANIGAL COMPACTION flF BACK FlLL MATERIAL
<br /> _ �• '�. _,� "��`� SHALL NOT BEG{N UNTIL THE DEPTH QF COMPACTE� � F`v
<br /> ' BACKFILL BAGKFILL MATERIAI. 15 2 �EET ABt7VE THE TOP OF
<br /> '' `� SEE STQ pWG 61Q PIPE.
<br /> �NE #3 BAR HOOP FOR 6" �' �'
<br /> HEIGHT � 3. EACH LIFT SHALL 8E MECHANICALLY COMPACTED TO
<br /> TWO #3 BAR HOOPS FOR 12'� , MIN.90%COMPACTIQN THE REQUIRED DENSITY PRIE3R T0 PLACING
<br /> ` °�� � ��;'�•���• ' SUBSEQUENT L.IFTS OF BACKFILL MATERIAL,
<br /> ' HEIGHT � � �>�
<br /> . � .,; :•;
<br /> . °. . .
<br /> RECTANGULAR ADJUSTMEI�IT SECI"ION •' � � � >;;�m �.. COMPACTIflN TESTS SHALL BE AS REQUIRED BY THE
<br /> �IIOF2�TA� �'ILL.EI" � � b � � � � :';.•. F2EihiF4RCING 5'I'EEI. tl�'P.)
<br /> GiTY ENGIPIEER, 8UT IN NO GASE IESS THAN 2
<br /> - �+ � 61 r`�FF ?2,� o� < .•,'�- � r � . TESTS EVERY 200 �`EEt 4F TRENGH (OPIE AT
<br /> 2�p� N�r� ��.-` � r.., �,'$ 12" GI�4VEL �+CKFiI.I. FOR SUBGRA�E AND UNE AT 50� {?F TRENCH DEPTH),
<br /> , , , . PiPE �ON� �EI�DING �
<br /> � Y � `.� , ►, , a � . ..
<br /> '�'" �' ,� '�';� >°�""'�'"��'' ;,' 5. IN PLACE aENSCfY AND MflISTURE GONTENT WILL BE
<br /> `�� //� `�� s p �°��"`,���'����q'�,'� :� ' . . s» 12" MIN MIN.94°lo COMPACTfON DETERMINED USIN6 NUCLEAR METHOD. ASTtu)
<br /> � , .�� - � 2922--71.
<br /> `�P // � � ' ,
<br /> �EP�A,T� �E I��°,R�l., �E 6. L.ABQRATORY MAXIMUM aRY QENSIIY AND OPTIMUM
<br /> &, ��� /�.� �"7 �7-�IIV-PL�� F'fi�ST N�`fH R1SER MQISTURE C4NTENT WILL BE DETERMINEQ USING �� •�
<br /> PIPE ZQNE THE MODIFIED PRQC7QR METH4D IN ACCORQANCE
<br /> / I SEE STD DWG 611 WITH ASTM [}-1557.
<br /> . � i � "n" R���
<br /> .. � � 12" �*+
<br /> ' �3 ' BAR EACH CORNE I .� � T� ( � ���� : ,:�-,: ; '
<br /> � A , .• . • � �' . . � G�VEL �tCK�IE.I. F(7R . ..
<br /> � � � ( � ��� f'IPE ZCNE 8E[7C31MG : 6 TO 12 7YP
<br /> 0
<br /> � . � � �.._.__
<br /> , N ' ' _ . . �� . . .
<br /> � ' �� t• / � ( N ���� �� :
<br /> � o / � WSDflI' STD f'L�! B-1 t1.2�Q Tl°�'E 2 � .
<br /> � 90°�i COMPACTION FQUNDATION MATERIAL
<br /> a #3 BAR EACH SIDE � � ' � � /�I �CC��7'�� suesm�'E
<br /> q AS REQUIRED
<br /> N ( ., �d SEE 5TD DM+G 611 _ �
<br /> � .
<br /> .
<br /> " � . ,,. / °
<br /> W . .� sECT�aN
<br /> 0
<br /> 0
<br /> Y #3 BAR �cH waY � CATCH BASI N TYPE A CATCH BASI N TYPE 2 BEDDI NG FO » »
<br /> m PRECAST BASE SE�TION 1 2 5 R PIPE IN TRENCHES �
<br /> � NOTE:
<br /> � C4.7 NOT TO SCALE COE STD DWG N0. 402 C4.7 NOT TO SCALE COE STD DWG N0. 404 C4.7 NOT TO SCALE COE STD DWG N0. 61 1 IF "L" DOES NOT MEASURE 1 "
<br /> � ADJUST SCALES ACCORDINGLY
<br /> �
<br /> W PROJECT ENGWEER: SCALE:
<br /> PORT OF EVERETT °WG. N°.
<br /> a , S. KINSELLA NO SCALE .
<br /> O� M' �I _
<br /> �
<br /> � G4. 7
<br /> S� �wAS cS�
<br /> � ' �r O � ' ' � ��w° `�,� °ES'�"E°BY: °ATE: CENTRAL MARINA IMPROVEMENTS PHASE 2 - I �OCK
<br /> " � B. McRAE APRIL 28, 2015 ' CIP NO. 2-0-023-03 "
<br /> � � � ��`� ` BULKHEAD SEGMENT C, AND PACIFIC RIM PLAZA PLATFORM
<br /> Z 728 134th Street SW Suite 200 � t
<br /> � Everett, Washington 98204 DRAWN BY: CHECKED BY: 2-O-OZ�-O2 Z-O-O4 'rJ-��
<br /> W � . �' D. O L S E N S. K I N S E L L A
<br /> � _ ,c' ��o sTER�° ti��'w No�E C T MR-CM-2015-01
<br /> L A N D U T I L I T Y D E T A I L S
<br /> a_ Ph:425 741-3$00 �i ` `
<br /> o P.O. BOX 538 �3'S � APPROVED BY:
<br /> a E V E R E T T, W A 9 8 2 0 6 � 4/2 8/1 5 S M K I S S U E D F O R B I D & C O N S T R U C T I O N I O N A L E�
<br /> ,. g Ph:425-259-3164 NO. DATE BY REVISION SHEET NO. 27 OF 63 �' >:
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