Laserfiche WebLink
MATCH TO EXISTING EXISTING <br /> SEGMENT C CAP #4 ®12" O.C. SEGMENT C <br /> #4 0 12" OCL J TOP AND BOTTOM CAP AROUND INSTALL EXSTINGOND BREAKER EXISTISHEETNPI ,SEGMENTTYP. C <br /> 3'-0" TOP OF CONCRETE CAP SEGMENT C CAP <br /> #4 STIRRUP 0 12" O.C. <br /> #4 ®12" O.C. EL. +17.43' ° <br /> CONT. TYP. HELD VERIFY ( <br /> ALTERNATE HOOKS #4 0 6" 0.C. d <br /> r---7DENSITT L J SINGLE PIECE RECESSED REGION IN — ° TOP CONTROL <br /> Y FILL <br /> CONT. DRIP STIRRUP TIE SEGMENT D CAP ° d 4 <br /> GROOVE COLD <br /> CRUSHED SURFACING HMA PATCH 4" <br /> TOP OF CONCRETE TOP COURSE <br /> TOP OF CONCRETE r EL. +15.0' <br /> EL. VARIES 1 ° 4i� :�.�All •Alk .41 EL. VARIES 4. \ \\ I ° <br /> SEE CIVIL 3 .•° 4/00141400040046. ON SEE CIVIL 2" ♦ \\ \�% ! o ° ° d • <br /> ---:: \\\ <br /> • • , ° . ej \\/\\/\\/\\\\\ CLR. ° 1 • e <br /> ° .° a\\/�\\/��\// ^, } ° a EXISTING SHEET d o I 4• I • d° 1° °' I d <br /> � � id • s • .• • ,\ PILE BULKHEAD ! <br /> N \ CLR. ` o ° d ae /\ N - \ ° ° ° d ° 44 <br /> ° d d I <br /> Th 3" I , . . . .. ° 6" •. • . . •l .,. I I a 4 <br /> I <br /> • 4• ` #4 0 12" O.C. � 1 CONT. DRIP \ <br /> • \ EXISTING v <br /> GROOVE • /. SEGMENT C WALER ( o I ' 1 I <br /> (13) #7 CONT. EL +11.38' -'t 1 — —E _ <br /> o •- #4 STIRRUP ®12" O.C. 1.t I -d l ° -+$ — a d — �I <br /> 41 •, ALTERNATE HOOKS, HOLE J•° ° MHHW V I - - --- --4 —d <br /> - _ #4 STIRRUP 0 12" O.C. (� THROUGH SHEET PILE — — _ E EL +11.11' _ -I d ° —o ° d- <br /> HOLE THROUGH SHEET I '1 1 3/4"0 MAX. 4 ° ° ( � ° 11• <br /> PILE 1 3/4"0 MAX. I. ti 3" d j 4 d <br /> CLR. (11) #7 CONT. CONTRACTOR TO PLACE °. 11 r 1° d ° I ° <br /> 6" 6" CONTROLLED DENSITY FILL I o d <br /> y 3" CLR. IN LIFTS. CONTRACTOR ° 4TYP <br /> d CONTROLLED DENSITY FILL v <br /> • TO DETERMINE LIFT HEIGHT I °. I <br /> ONLY REQUIRED BETWEEN 4 <br /> \_ <br /> BULKHEAD STEEL SUCH THAT WET CONTROL EXISTING SEGMENT C SHEETS AND d d <br /> BULKHEAD STEEL SHEET PILE SHEET PILE DENSITY FILL REMAINS o • 1 ° NEW SEGMENT D SHEET PILES I <br /> SEGMENT D SHEET PILES MAY CONTAINED d d 4 <br /> BE ONE OF THE FOLLOWING SECTIONS: ° d ° o Jn �I <br /> 0 -PZC 26 GR. 60 I d ( Q .1 ° ° 1 d <br /> 0 -AZ 26 GR. 60 <br /> o -NS-SP-50H GR. 56 I° Ni;o L— . d <br /> 0 L6x6 AND <br /> 0 PLATES — -- N °d d <br /> O I \ ° d <br /> od <br /> '7 ° d 4 <br /> Ce <br /> E SECTION , 1 o d ° A 1 ° o d d A ° <br /> ce S3.05 SCALE: 1" = 1'-O" j - o I . o ' ° 1 1 _ <br /> 4 <br /> d <br /> o4 d a <br /> i I EXISTING DERELICT 1 ° d ° °° ° 1 <br /> W I SHEET PILE, TYP. o I o d d I °° ° <br /> CO I d ? o a <br /> F I TENSION LAP SPLICE LENGTHS CORNER BAR LENGTH 1"t PLATE ° ° ° ° ( I d <br /> I ' d <br /> COATED BARS BAR _ a 4 — L ! -. — — °IL° <br /> E EL. -35' SIZE we —� .— __ v — . ,--F._ <br /> z MIN. TIP BAR TOP OTHERS ° e d / <br /> O SIZE BARS 3 1'-4" mTl EXISTING • o I d . d I d I . <br /> 0 4 3'-4" 2'-6" 4 1'-9" +I GROUND I ° d o d <br /> 5 4'-0" 3'-1" 5 2'-3" II I °. <br /> m 6 5'-0" 3'-9" 6 2'-7" I LCB I d d . 0 1, • '� �.► <br /> 0 7 7'-0" 5'-5" 7 3'-10" <br /> D SECTION BOTTOM OF J 1,,.- 11)4 ��� i" <br /> 0 8 8'-0" 6'-2" <br /> S3.05 SCALE: 1" = 1'• o" ANGLE AND PLATE <br /> Aib <br /> TOP BARS: WHERE MORE THAN 12 INCHES OF CONCRETE1. ~ l <br /> t <br /> iIS PLACED BELOW THE REINFORCEMENT. EL+O.O' - `iim y o USE LINER OR OTHER <br /> w ASSUMES TENSION LAP SPLICE GRADE 60 BARS CLASS ► . �1 m MEANS TO CONTAIN <br /> B 4000 PSI CONCRETE. N w CONTROL DENSITY FILL <br /> i TO BE USED FOR ALL TENSION SPLICES UNLE <br /> APPROVED BY THE ENGINEER ORANOTED OTH RWISESON <br /> 1 THE DRAWINGS. <br /> F SECTION <br /> O 53.05 SCALE: 3/4" 1'-O" ! 1 i., <br /> F 1 <br /> w l <br /> s _ <br /> W IF THIS DRAWING IS NOT <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: PORT O F EVERETT <br /> DWG. NO. <br /> o PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED S3.06 <br /> a PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ��'yCpB.--., SEINER WHARF SEGMENT Sc <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. 4. • DESIGNED BY: PATE: <br /> Wo Port 0 1736 Fourth Avenue S.,Suite:1 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, 7,17: <br /> M. ANDERSON JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> ��� © I © I m Seattle,241111�,nnn 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ,�.. I,/ PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> 0 P:2116.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: — <br /> 1�• ENGINEERS,INC. xuw.pnden AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN 1• 4.52609 1- .Z4 G. DEAN J. CAMPBELL PROJECT MR-CM-2016-06 <br /> N �t P.O. BOX 538 gin.Yrs.c«n IN APPROVAL <br /> L FROR THAT DRAWW ONSTI ARE ALSO <br /> N DETRIMENT <br /> USED .e -4./84 F'4G` APPROVED BY: SEGMENT D NO. <br /> EVERETT,WA 98206 AN06/13 16 JC ISSUED FOR BID AND CONSTRUCTION <br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 4.13241: BULKHEAD WEST CORNER SECTIONS SHEET NO. 33 OF 71 <br />