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<br /> GROUT INJECTION ELEVATION TABLE
<br /> � PLAN NOTEs: i
<br /> GRaUT INJECTfON APPRQX GROUND SOIL GROUT S0(L GROUT
<br /> SCALE: 1 "-5� 1 . PLUG 8e ABAN EX 8" CMF PERF PlPE (2) WITH PRESSURIZED POINT SYMBOL SURFACE ELEV TOP ELEV* BOTTOM ELEV
<br /> INFLATABLE BLADDER. SEE DETA(L 1 , SHEET C3.3.
<br /> , ��. THE HORI�ONTAL AND �IERTIGAL LOCATIONS �F THE GRO�JT � +18.0' +13.0' +0.0' -
<br /> � � iNJEGTION POINTS AS SHOWN ON THIS PLAN ARE INTENDED FOR
<br /> N
<br /> ,
<br /> � � � ILL.USTRATION PURPQSES ONLY. IT IS THE CONTRACTOR'S � +18.0' +13.0' +4.0'
<br /> ' RESPONSIBILITY TO FIELD LOCATE THE GROUT INJECTI�N PaINT '
<br /> : ,,,
<br /> LOCATIONS SUCH THAT THE WORK DOES NQT DAMAGE THE EXISTING �' ; :;
<br /> �. BULKHEAD TIE-RODS. THE CONTRA�TOR SHALL FREPARE A S0 � +18.�' +13.0' +6.0'
<br /> IL
<br /> � GR�IJTING WORK PROCEDURES PLAN fN CONFORMANCE WITH THE -
<br /> .
<br /> � *TOP OF S0lL GROUT SHALL BE TERM:INATED AT A DEPTH OF 5-FEET � ��� �,�'����/�� �
<br /> ' � SPECIFICATIONS THAT DESCRIBES THE CONTRACTOR S METHOD T0
<br /> PR�TECT THE EXISTff�G TIE-RODS AND T0 PROTECT THE EXISTI(��� FR�M THE SURFA�E OF THE FI�1AL �RADE AS SHOWN 0N THE DRAWfNGS. � _� �S
<br /> 24" AND 3Q" STdRM DRAiN PIPES FROM DAMAGE AND FROM EXCEPT, AT LOCATIONS WHEFZE UTILITY PIPES ARE DEEPER THAN 5-�EET Pu LIC SERVICES DATE •
<br /> : INTRUSIQN 4F GROUT. THE WORK PROCEDURES PLAN SHALL BE FROM THE SURFAeE, THE GROUT SHALL TERM�NATE AT THE BOTT�M OF Pu�ucwoaKs
<br /> SUBMITTEQ TO THE PORT ANC? T0 THE PRQJECT ENGfNEER N0 LESS THE .UTILITY TRENCH. ER0510N _ DRAINAGE �EPARTMENT
<br /> A PUBLfC WOiiKS PERMlT IS REQUtRED PR10
<br /> . THAN 2 WEEKS PRIOR TO START OF WORK. �i.rrErvGiN�ER To sraRr�N� ar�nr con+sraucr�oti o►v tNi ��
<br /> PROJECi:'APPROVAL FOR 7HIS PRO1ECfi 1 . �
<br /> CONDITIONAL PER CU�R NT STANDARD
<br /> � � � r . 3. REMOVE & REPLACE THE UPPER 5' OF SOfL WI�HIN 5' HORIZONTAL. LEGEND: � ANDEXPIRES �_ay_�UN�EssPERM� ' . � Y ',
<br /> FOR CONSTRUCTION NAS BEEN ISSUE
<br /> ,`, $
<br /> - � � - - OF BULKHEAD AND MANHOL.E TO (MPROVE THE P/�VEMENT ASPHALT SAWC' T
<br /> SUBGRADE AS SHOW�I ON THE PLAN. BACKFfLL AND RECQNSTRUCT - " �' U UMIT LINE
<br /> � ' ' '
<br /> ; - PER DETAILS A 8e B, SHT C5.1 AND PER THE SUPPLEMENTAL 5 0 5 1 � �
<br /> � ; CAL�. �� HOU'RS GEOTEGHNICAL TECHNfCAL MEMORANDUM PREPARED BY LANDAU � � � � . � � � OVER=EXCAVATfON AREA TO
<br /> - BEFQRE YOI� D�G ASSQCCATES DATED JULY 17, 2a15. DO NOT OPERA.TE LARGE � � � � � � IMPR4VE PA�fEI�ENT SUBGRADE 2 5, � 5, '
<br /> ,� i ' . - � .
<br /> , ��AL $1�, CQMPAGTION EQUIPMENT WITHIN 5 OF BULKNEAD AND MANHOLE. SCAL.E: 1 "=5'
<br /> , s
<br /> ..,.. ._. ,_ .... . _,.. . . �,.. ..�,: �
<br /> ' � , E� STEEL T1E'ROD �
<br /> 1 . ��
<br /> _
<br /> (SAVE Sc PROTECT
<br /> ) ��TE: FULL SI�E IS �2'' x 34"
<br /> � � . PROJECT ENGINEER: SGALE: DV�fG. C�IQ. � .
<br /> . : � � � PORT C�F EVERETT
<br /> : � _ tx.
<br /> ' �` . ` Q. OATES � „ _ 5, '�� ::,
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<br /> �.:, •�,��'� �' ;�•. '� DESI'GNED BY: DATE:
<br /> � �� � � , , �I',
<br /> � ��` ' J. BECKER ��2��20� 5 U N LA P B U L I� I� E A D
<br /> _ � , � e. ciP No.
<br /> � 1 -Q-p 15-p 1 W �
<br /> ' DRAWN BY: CHECKED B�: R E N t�V A T i: 0 f� �
<br /> P.o. e o x 5 3 g 16D15th Avenue, Suite 1 3 0 0 � J. BECKER D. OATES �r '
<br /> ' PaOJECT
<br /> � 7 27 15 XXX ISSUEE7 FQR BID. [� ('� (�� ('''� �Q.
<br /> ; ; EVERETT, WA 9�2Q6 Seattle, Washington�8101 Q � �
<br /> S� � � G MT-I�T-2Q15-06
<br /> ` APPROVED BY: R 0 U T l N G & G t\V U 1 V, V
<br /> ; � ;
<br /> . (425) 259-3164 f 2�6�3$2-06�0 �ax(206�382-4504 . �
<br /> N0. DATE BY REVISION N0. DATE 8Y REVtSION � Ni P R ��I E i� E.N T � L� � SHEET N_0. �;2 OF 23
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