AppT_W_NSlipDikeandDredging.pdf
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- W912PL-09-B-0009
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Appendix T Harbor Development Permit for Pier G Appendix U Geotechnical / Environmental Report(s) Appendix V List of Standard Plans Appendix W General Construction Permits (NPDES) for Pier G
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APPENDIX T
HARBOR DEVELOPMENT PERMIT
APPENDIX U
GEOTECHICAL/ENVIRONMENTAL REPORT(S)
Report Title Page No.
REPORT OF ADDITIONAL GEOTECHNICAL INVESTIGATION PROPOSED STORM DRAINS
AND PAVEMENT IMPROVEMENTS, ITS TERMINAL DEVELOPMENT PROJECT, PORT OF LONG
BEACH, KLEINFELDER, DRAFT DATED 7-AUGUST-2007
O-1
TECHNICAL MEMORANDUM, ADDITIONAL GEOTECHNICAL RECOMMENDATIONS /
EVALUATION OF STATIC AND SEISMIC PASSIVE EARTH PRESSURES ON THE SHEETPILE
QUAY WALLS, NORTH SLIP FILL DIKE, TERMINAL REDEVELOPMENT, PORT OF LONG BEACH,
KLEINFELDER, DATED 23-JANUARY-09
O-113
REPORT OF OFFSHORE SAMPLING, DREDGE BORROW WESTERN ANCHORAGE AREA, NORTH
SLIP FILL AT PIER G, PORT OF LONG BEACH, KLEINFELDER, DATED 17-DECEMBER-07
O-119
TECHNICAL MEMORANDUM, GEOTECHNICAL RECOMMENDATIONS FOR DESIGN OF ANCHOR
SYSTEM, PROPOSED SHEETPILE QUAY WALL, NORTH SLIP FILL DIKE, TERMINAL
REDEVELOPMENT, PORT OF LONG BEACH, KLEINFELDER, DATED 12-JANUARY-09
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APPENDIX V
LIST OF STANDARD PLANS
POLB Standard Plan No. D-23 Manhole No. 2, 36” Pipe or Larger POLB Standard Plan No. D-37 Trench Width and Bedding Requirements POLB Standard Plan No. ST-19 Chain Link Fence and Gates POLB Standard Plan No. U-1 Trench Requirements in Streets POLB Standard Plan No. T-1 Traffic Sign Installation POLB Standard Plan No. T-3 Pavement Markers and Traffic Lines POLB Standard Plan No. T-11 Pedestrian Marking at Crosswalk Stop and
Stop Bar CALTRANS Standard Plan No. T-3 Temporary Railing (Type K) w c
EXCAVATION SlOPE
B C
A
SLOPE
A = DIMENSION OF TRENCH OF TOP OF PIPE
A (MAX.) - C + 20· (NOTE 1)
8 = 6" MINIMUM. 10" MAXIMUM
C ~ OUTSIDE DIAMETER Of CONDUIT o = IN ACCORDANCE WITH CAL-OSHA GUIOEUNES
SLOPE = AS DETERMINED BY lHE SallS ENGlNEER
W ~ SURfACE TRENCH \\1DlH (AS APPROVED BY lHE CHiEf HARBOR ENGINEER)
NOTE:
1. UNLESS OlHERWISE APPROVED BY lHE CHIEF HARBOR ENGINEER.
mENCH W1Plli REQUIREMENTS
THE PORT OF LONG BEACH ENGINEERING DIVISION
REVISiONS STANDARD PLAN
NO. DATE TRENCH WIDTH AND BEDDING REQUIREMENTS& 0-37
.&. APPROVED BY: R.E. NO.: DAlE: 1 OF 4CHIEF HARBOR ENGfNEER
Be
"BEDDING BELOW BOnOM
OF PIPE NOT REQUIRED
CLASS "A" BEDDING
LOAD FACTOR 1.5
Be
CLASS "A" BEDDING
LOAD FACTOR 1.8
Be
BEDDING MATERIAL
CONCRETE
P.,.-~»::S:~F--'->:;;-J;<:l:4-GRANULAR BEDDING /. MATERiAl
Be/4 BUT NOT LESS lHAN 4'
CLASS "B" BEDDING
LOAD FACTOR 2.5
CLASS "C" BEDDING
LOAD FACTOR 3.0
BEDDING MATERiAl
CONCRETE
NOTES
1. CLASS"A" BEDDING SHALL BE USED, UNLESS OTHERWISE NOTED ON PROJECT PLANS.
2. BEDDING MATERIAL SHALL CONFORM TO SECllON 306-1.2.1 OF THE STANDARD SPECIFICAllONS. SAND EQUIVALENT OF NOT LESS THAN 30.
3. WHEN CONCRETE BEDDING IS USED, PIPE SHAU BE SECURELY ANCHORED AT EACH
JOINT TO PREVENT PIPE FROM FLOATING.
4. SHEEllNG NOT SHOWN.
5. GRANULAR MATERIAL SHALL BE NO. 4 AGGREGATE OR ~.. CRUSHED ROCK.
6. CONCRETE BEDDING SHALL BE CLASS 450-C-2000.
7. IF TRENCH IS OVER EXCAVATED, A MINIMUM OF 4" OF BEDDING MATERIAL SHAU BE
PLACED ON NAllVE SOIL UNDER THE PIPE.
THE PORT OF LONG BEACH ENGINEERING DIVISION
RE~SIONS STANDARD PLAN
NO. DATE TRENCH WIDTH AND BEDDING REQUIREMENTS& 0-37
APPROVED BY: R.E. NO.' DATE: 2 OF 4CHIEF ARBOR ENGINEER
CONCRETE
GRANULAR
BEDDING
MATERIAL
rBACKFlLL
< MATERIAL'\.
1-7---.,--,-.~,....,...'--<~~Be/4 BUT NOT
'-';;'-'''-'-1>:<---+ LESS THAN 4"
0.5 Be
0.5 Be
.....,,4~-+Be/4 BUT NOT
~"""7.T----:.","---,~~~*-,-LESS THAN 4"
CLASS "0" BEDDING
LOAD FACTOR 3.2
(TO BE USEO ONLY WHEN SEVERE GROUNO WATER CONDITIONS OCCUR)
Be /.""BACKFlLL< I MATERIAL
CONCRETE
1-7-f----,~~J--,-......-l~___,._ Be/6 BUT NOT
.'-ii-"'-'-i"L--'- LESS THAN 5" A:>'''--~
0.5 Be
CLASS "E" BEDDING
LOAD FACTOR 3.2
.....-;-BACKFlLl
< I MATERIAL
CONCRE1E-~
CLASS "F" BEDDING
LOAD FACTOR 4,5
TABLE OF T DIMENSIONS
PIPE SlZE (1.0.) T
6" 24" 6'
27- - 33- 8' 36" 39" 9'
42' - 60" 10'
REV1SIONS
. NO. DATE
THE PORT OF LONG BEACH ENGINEERING DIVISION
TRENCH WIDTH AND BEDDING REQUIREMENTS
APPROVED BY: R.E. NO.: DATE:
a-tIEF HARBOR ENGINEER
STANDARD PLAN
0-37
BASE /
SEE NOl£ 5---./
SEE POLS U-2 "lRENCH WIDTH AND
BEDDING REQUIREMENTS"
CASE I
NATIVE SOIL WITH SANP
EQUIVALENT LESS THAN 15
CASE II
NA]VE SOIL WIlli SANP
EQUIVALENT 15 OR GREATER
REVISIONS
NO. DAlE it
NOTES; (SEE POLB STD U-4 - TRENCH RESTORATION)
1. TRENCHES FOR BDTH CONCRETIE AND ASPHALT CONCRETE PAVEMENTS SHALL BE
SAW CUT TO FULL DEPTH OF THE PAVEMENT.
2. ALL DISTURBED SUBGRADE. AND BACKFlLL SHALL BE COMPACTIED TO NOT LESS THAN NINETY PERCENT (9D7-) RELATIVE COMPACTION, UNLESS OTHERWISE NOTlEO ON
PROJECT PLAN.
3. CASE I - lRENCH BACKFILL SHALL BE lRENCH BACKFILL SLURRY. CLASS 100
E-100 CONCRETE OR APPROVED BACKFILL MATIERIAL \\1TH A SAND EQUIVALENT OF
15 DR GREATIER.
4. CASE II - NATIVE MATIERIAL IS SUITABLE FOR BACKFILL.
5. TRENCH BACKFlLL SLURRY MAY BE USED IN LIEU OF REPLACING EXISTING BASE MATlERIAL.
6. TlEMPORARY ASPHALT CONCRETIE SHALL BE ~ INCH MINIMUM THICKNESS.
COMPACTION AND SURFACE FlNISH SHALL BE EQUAL TO THAT SPECIFIED FOR
PERMANENT ASPHALT CONCRETIE PAVEMENT.
THE PORT OF LONG IIEACJI ENGINEERING DIVISION
TRENCH REQUIREMENTS IN STREETS
APPROVED BY: R.E. NO.: DA.lE:
CHI F HAR OR NGIN R
STANDARD PlAN
U-l en -l Z o
:II
o "ll,...
Z
-l Col
'"oo
T3
Traffic this side only
RAILING
Kl
See Note 3
Cross street
SECTION F-F
See Note 3
NO SCALE
STATE OF CALIFORNIA
OEPARTMENT OF TRANSPORTATION
CURVED LAYOUT
TEMPORARY
(TYPE
4. Wnera tne offset dlstonca from tha exposed od~e of deck to the closest edge of tho temporary roilmg is loss than 2'-0", ottoch Mch panel to deck slob witn 1" diameter threoded rods (total four per panel) inserted through tho slottod halos of the panel and bond In drilled halos 6" daep in the deck slobs.
See "Bridge Memo to Designors" Monual.
NOTES:
1. For end treatment, layout and crash cushions, Where needed, seo Project Plans or Special ProvIsions.
2. All :>Y2" gaps at removable ponals are to be booked at the bOse with #8 " 10" dowel or 1" ¢ pin each side of joint. See Saction G-G.
3. Where Temporary Roil1ng (Type K) is placed on curves and rodll that are too severa to oonnact panels with bOltad joints, the roiling is to be backed continuously with earth fill. See Sactlon F-F.
Edge of deck or Excavated slope
Traffic this side only
100'Mln To next open ng if required
MINIMUM EDGE
DISTANCE
See Note 4
PETAIL
118 x 10" Dowel, drill and bond In hole 5" deep within 1'-0" of removable panel joint. Soe ~lote 2.
ELEVATION
TYPICAL OPENING
SECTlON C-C
100' Min 20'-0"
SECTION H H ELEVATION
REMOVABLE PANEL GROOVE DETAILS
4" x 1Y2" Groove Removable ponets only
Removable panel only
SECTlON G-G *
* Section G-G is for concrete povament. Alternative detail, 1" ¢ pins 2'_0" long driven In AC""I:: or firm soil permitted, minimum 1'-6" daep.
l~l~ Povemellt or",J.--'-"*::::J====='-''",,,,, ground I ina
To next opening I Removoble panel If required It. Opening
(G'u-... 10'-0"
,~;nG03- ,:;'~" -1,1 "2';~p 1" Cop
~l1=~",-,o,-,,~--,g{;", ,~mo~"" Typ panel and adjocent panel sections with block point.
#5 Cant Tot 6
#5 x 6'-6%" Totol 3 per scupper
#4 Ii 3 per scupper r i i I
SECTION E-E
Tot J per scupper
ELEVATION
one I
5" 5"
VIEW p-p
SECTlON B-B c
1¥4'~
I #5 C) Total 2~i
--! ~1'-0" ' Min lop , #4 X 6'-61"4" Total:> per scupper~~71:~;!~~1] 11/4" x 6" Slatted hole
¥." Chamfer
Pavement or ground lIne
Chamfer
A-A
ELEVATION
BOLT CONNECTION DETAIL
~jO plate W'thickU'-- Bor 11/4" ¢ x 2'-2" long
ALTERNATIVE HEAD DETAIL
1".' ¢ Stael bars tot~1 2"1per end j ~oint
1.'~ except a .-- IC_'/~'''''' removable panel.O\k) ,F=====
J ~ ~I
- I n
"@ tl ====="- -- - -===== " ~~ k I ,_
Bolt 1Y~" ¢ x 2'-2" )0 - w/hex head ond t washer \V-- ¥.!" x J" Oia
#5 Cont Tot 6
R"'10"
4" P Lifting hale
Povemellt or groulld line
#41\a18MO),t total 16 per panel
APPENDIX W
GENERAL CONSTRUCTION PERMIT (NPDES)
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