HG HG HG HG HG HG HG HG HG HG HG HG HG HG HG HG HG G HG HG HG HG HG HG HG HG HG HG HG HG HG HG HG HG HG HG 155.03' 250.00' (TO CENTER OF WALL PIPE PILE AND ALIGNMENT LINE WP-3 149.97' BERM RELOCATION, TOP EL +39.0' BENCH AT EL +32.0' BULKHEAD CUT-OFF WALL CHANNEL TOE RIP-RAP COLLECTOR SWALE 0.25% 0.25% 0.25% 0.25% ROCK RIP-RAP "SPLASH PAD" SPILMAN ISLAND BASELINE STA: 55+96.23, OFF:-106.00', LT. EL: 24.25' SPILMAN ISLAND BASELINE STA: 53+92.74, OFF: -104.3', LT. EL: 24.75' SPILMAN ISLAND BASELINE STA: 49+79.85, OFF : -106.75', LT. EL: 24.75' SPILMAN ISLAND BASELINE STA: 52+00.01, OFF: -106.01', LT. EL: 24.25' SPILMAN ISLAND BASELINE STA: 57+90.88, OFF:-106.47', LT. EL: 24.75' PORT OF HOUSTON AUTHORITY 95% REVIEW N H O H S T O U F T O P R O U O T S U A S X T E , T H R T Y I O O N A 95% REVIEW HOUSTON SHIP CHANNEL (HSC) EXPANSION CHANNEL IMPROVEMENT PROJECT (ECIP) HDR Engineering, INC TBPELS Firm Registration No. F-754 DESIGN PREPARED BY: C90-D13-P11-007 C-513 PROJECT 11 PACKAGE #7 This Document Is Released For The Purpose Of Interim Review Under The Authority Of DAVID R. BROYLES, P.E., 117271 12/08/20. It Is Not To Be Used For Construction, Bidding, Or Permit Purposes. D. BROYLES J. THORPE S. McCOY 12/08/2020 SEGMENT 3 A ENLARGED BULKHEAD WALL ALIGNMENT CONTROL PLAN A ENLARGED PROPOSED CIVIL SITE PLAN (2 OF 4) MATCH LINE, SEE DWG C-514 MATCH LINE, SEE DWG C-512 GENERAL NOTES B S-532 B S-532 C S-533 C S-533 E 3239000 E 3239100 E 3239200 E 3239300 E 3239400 E 3239500 E 3239100 E 3239000 E 3239200 E 3239300 E 3239400 N 13817800 N 13817700 N 13817600 N 13817500 N 13817900 N 13818000 E 3238900 E 3239500 E 3239600 E 3239700 N 13817400 E 3239600 E 3239700 E 3239800 N 13817800 N 13817700 N 13817600 N 13817500 N 13817900 N 13818000 N 13818100 BARBOURS CUT CHANNEL STATIONING BULKHEAD CUT-OFF WALL STATION CONTROL LEGEND A S-521 BULKHEAD CUT-OFF WALL STATIONING ALIGNMENT LINE (CENTERLINE OF PIPE PILES) DMPA SIDE WATERSIDE 1. REFER TO GENERAL NOTES ON SHEET G-003 THROUGH G-005. 2. REFER TO CONTRACT DOCUMENTS FOR SOIL BORING LOG INFORMATION. 3. FOR BULKHEAD WALL DESIGN CRITERIA SEE SHEET G-006. 4. REFER TO SHEET C-511 FOR WORKING POINT STATION CONTROL LEGEND. WORK SHEETS C-511 THRU C-515 WITH STRUCTURAL SHEETS S-502 THRU S-506.
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Transcript
HGHG
HGHG
HGHG
HGHG
HGHG
HGHG
HGHG
HGHG
HGHG
HGHGHG
HGHGHGHGHGHGHGHGHG
HGHG
HG
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HG
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155.
03'
250.
00'
(TO
CE
NT
ER
OF
WA
LL P
IPE
PIL
E A
ND
ALI
GN
ME
NT
LIN
E
WP-3
149.
97'
BERM RELOCATION,TOP EL +39.0'
BENCH AT EL +32.0'
BULKHEAD CUT-OFF WALL
CHANNEL TOE
RIP-RAP COLLECTOR SWALE
0.25%0.25%0.25% 0.25%
ROCK RIP-RAP"SPLASH PAD"
SPILMAN ISLAND BASELINESTA: 55+96.23,OFF:-106.00', LT.EL: 24.25'
SPILMAN ISLAND BASELINESTA: 53+92.74,OFF: -104.3', LT.EL: 24.75'
SPILMAN ISLAND BASELINESTA: 49+79.85,
OFF : -106.75', LT.EL: 24.75'
SPILMAN ISLAND BASELINESTA: 52+00.01,OFF: -106.01', LT.EL: 24.25'
SPILMAN ISLAND BASELINESTA: 57+90.88,OFF:-106.47', LT.EL: 24.75'
This Document Is Released ForThe Purpose Of Interim ReviewUnder The Authority Of DAVIDR. BROYLES, P.E., 11727112/08/20. It Is Not To Be UsedFor Construction, Bidding, OrPermit Purposes.
D. BROYLES
J. THORPE
S. McCOY
12/08/2020
SEGMENT 3
A
ENLARGED BULKHEAD WALL ALIGNMENT CONTROL PLANA
ENLARGEDPROPOSED CIVILSITE PLAN (2 OF 4)
MA
TC
H L
INE
, SE
E D
WG
C-5
14
MA
TC
H L
INE
, S
EE
DW
G C
-512
GENERAL NOTES
B
S-532
B
S-532
C
S-533
C
S-533
E 3
2390
00
E 3
2391
00
E 3
2392
00
E 3
2393
00
E 3
2394
00
E 3
2395
00
E 3
2391
00
E 3
2390
00
E 3
2392
00
E 3
2393
00
E 3
2394
00
N 13817800
N 13817700
N 13817600
N 13817500
N 13817900
N 13818000
E 3
2389
00
E 3
2395
00
E 3
2396
00
E 3
2397
00
N 13817400
E 3
2396
00
E 3
2397
00
E 3
2398
00
N 13817800
N 13817700
N 13817600
N 13817500
N 13817900
N 13818000
N 13818100
BARBOURS CUTCHANNEL STATIONING
BULKHEAD CUT-OFF WALL
STATION CONTROL LEGEND
A
S-521
BULKHEAD CUT-OFFWALL STATIONING
ALIGNMENT LINE(CENTERLINE OF PIPEPILES)
DMPA SIDE
WATERSIDE
1. REFER TO GENERAL NOTES ON SHEET G-003THROUGH G-005.
2. REFER TO CONTRACT DOCUMENTS FOR SOILBORING LOG INFORMATION.
3. FOR BULKHEAD WALL DESIGN CRITERIA SEE SHEETG-006.
4. REFER TO SHEET C-511 FOR WORKING POINTSTATION CONTROL LEGEND. WORK SHEETS C-511THRU C-515 WITH STRUCTURAL SHEETS S-502 THRUS-506.
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ECP-314
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S-02
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L-06
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L-02
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EXISTING CHANNEL TOE
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16" UNDERGROUND PIPELINE, CONTRACTOR FIELD VERIFY LOCATION, ALIGNMENT AND ELEVATIONS
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24" UNDERGROUND PIPELINE, CONTRACTOR FIELD VERIFY LOCATION, ALIGNMENT AND ELEVATIONS
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DESCRIPTION
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REV
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DATE
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SEAL:
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CONSULTANT:
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DESIGNER: CADD: CHECKER: DATE: SCALE:
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SHEET TITLE:
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PROJECT TITLE:
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SHEET NO.
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REV. NO.
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DRAWING NO.
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APPROVED:
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DATE
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PORT CONTRACT REPRESENTATIVE MANAGING DIRECTOR - ENGINEERING DESIGN & SUPPORT
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A
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08/14/20
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65%%% SUBMITTAL
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B
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12/08/20
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95%%% SUBMITTAL
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SCALE: 1" = 40'
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20
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0
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40
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40
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80
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1" = 40'
HGHG
HGHG
HGHG
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HGHG
HG
HGHG
HGHG
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155.
03'
250.
00'
(TO
CE
NT
ER
OF
WA
LL P
IPE
PIL
E A
ND
ALI
GN
ME
NT
LIN
E14
9.97
'
BENCH AT EL +32.0'
BULKHEAD CUT-OFF WALL
CHANNEL TOE
ROCK RIP-RAP SPLASHPAD & SPREADER
0.23%0.23%0.23%0.23%
RIP-RAP COLLECTOR SWALE
SPILMAN ISLAND BASELINESTA: 43+86.52,OFF: -105.96LEL: 28.25'
SPILMAN ISLAND BASELINESTA: 41+70.01,OFF: -106.0LEL: 27.75'
SPILMAN ISLAND BASELINESTA: 48+16.17,OFF: -105.98LEL: 28.25'
This Document Is Released ForThe Purpose Of Interim ReviewUnder The Authority Of DAVIDR. BROYLES, P.E., 11727112/08/20. It Is Not To Be UsedFor Construction, Bidding, OrPermit Purposes.
D. BROYLES
J. THORPE
S. McCOY
12/08/2020
SEGMENT 3
1. REFER TO GENERAL NOTES ON SHEET G-003THROUGH G-005.
2. REFER TO CONTRACT DOCUMENTS FOR SOILBORING LOG INFORMATION.
3. FOR BULKHEAD WALL DESIGN CRITERIA SEE SHEETG-006.
4. REFER TO SHEET C-511 FOR WORKING POINTSTATION CONTROL LEGEND. WORK SHEETS C-511THRU C-515 WITH STRUCTURAL SHEETS S-502 THRUS-506.
BARBOURS CUTCHANNEL STATIONING
BULKHEAD CUT-OFFWALL STATIONING
ALIGNMENT LINE(CENTERLINE OFPIPE PILES)
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EXISTING CHANNEL TOE
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PILES, TYP
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16" UNDERGROUND PIPELINE, CONTRACTOR FIELD VERIFY LOCATION, ALIGNMENT AND ELEVATIONS
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24" UNDERGROUND PIPELINE, CONTRACTOR FIELD VERIFY LOCATION, ALIGNMENT AND ELEVATIONS
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SCALE: 1" = 40'
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20
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0
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40
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40
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80
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1" = 40'
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DESCRIPTION
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REV
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DATE
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SEAL:
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CONSULTANT:
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DESIGNER: CADD: CHECKER: DATE: SCALE:
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SHEET TITLE:
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PROJECT TITLE:
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SHEET NO.
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REV. NO.
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DRAWING NO.
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APPROVED:
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DATE
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PORT CONTRACT REPRESENTATIVE MANAGING DIRECTOR - ENGINEERING DESIGN & SUPPORT