HomeMy Public PortalAboutPages from Tybee Drawings.pdf CB301SOLICITATION NO.:
FILE NAME:
DW N BY:CKD BY:
DESIGNED BY:DATE:
SUBMITTED BY:
PLOT SCALE:PLOT DATE:
DESCRIPTION DATE
CONTRACT NO.:
SYMBOL BY CATEGORY CODE:of EngineersUS Army Corps23451DCAB
IP_PWP:dms23290\yybcb301.dgn
29-NOV-2017 11:07
K6ENELAS
STATION 05+00 TO 45+00
CROSS SECTIONS
FRONT BEACH BASE BID Savannah District1" = 100'SHEET IDXXXXXX-XX-X-XXXX
CW K0585
L. PRATT
T. HENDREN
L. W ILLIAMS
ANSI D
SAVANNAH, GEORGIA
SAVANNAH DISTRICT
100 W EST OGLETHORPE AVENUE
U. S. ARMY CORPS ENGINEER
FY17
TYBEE ISLAND BEACH RENOURISHMENT
TYBEE ISLAND, GEORGIA
SIZE:ISSUE FOR CONSTRUCTIONyybcb301.dgn
W 912HN-18-B-5001
DECEMBER 2017BASELINE (typ.)CONSTRUCTIONBERM (typ.)BEACH FILL (typ.)1015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5005+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5010+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5015+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5020+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5025+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5030+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5035+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5040+00-10-15051015-51015-5-10-151+0005-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+50-9+00-8+5045+00-10-15051015-5PROFILE (typ.)EXISTING BEACH00SCALE IN FEETHORIZONTAL SCALE: 1" = 100'100100200VERTICAL SCALE: 1" = 10'101020BASE BID - BEACH FILLLEGEND25(typ.)1NOTES:THAT TIME.BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS ATTHE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLYTHE INFORMATION SHOWN ON THIS DRAWING REPRESENTSSURVEYS PREFORMED IN SEPTEMBER 2017.ELEVATIONS BASED ON HYDROGRAPHIC AND TOPOGRAPHICALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.3.2.1.
CB302SOLICITATION NO.:
FILE NAME:
DW N BY:CKD BY:
DESIGNED BY:DATE:
SUBMITTED BY:
PLOT SCALE:PLOT DATE:
DESCRIPTION DATE
CONTRACT NO.:
SYMBOL BY
CATEGORY CODE:of EngineersUS Army Corps23451DCAB
IP_PWP:dms23290\yybcb302.dgn
29-NOV-2017 11:09
K6ENELAS
STATION 55+00 TO 65+00
CROSS SECTIONS
FRONT BEACH BASE BID Savannah District1" = 100' SHEET IDXXXXXX-XX-X-XXXX
CW K0585
L. PRATT
T. HENDREN
L. W ILLIAMS
ANSI D
SAVANNAH, GEORGIA
SAVANNAH DISTRICT
100 W EST OGLETHORPE AVENUE
U. S. ARMY CORPS ENGINEER
FY17
TYBEE ISLAND BEACH RENOURISHMENT
TYBEE ISLAND, GEORGIA
SIZE:ISSUE FOR CONSTRUCTIONyybcb302.dgn
W 912HN-18-B-5001
DECEMBER 2017 2020BEACH FILL (typ.)BERM (typ.)BASELINE (typ.)CONSTRUCTIONPROFILE (typ.)EXISTING BEACH051015-5-10-151+00-9+00-8+50-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+5055+00051015-5-10-15051015-5-10-151+00-9+00-8+50-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+5060+00051015-5-10-15051015-5-10-151+00-9+00-8+50-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+5065+00051015-5-10-1500SCALE IN FEETHORIZONTAL SCALE: 1" = 100'100100200VERTICAL SCALE: 1" = 10'101020BASE BID - BEACH FILLLEGENDSCALE IN FEET251(typ.)NOTES:THAT TIME.BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS ATTHE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLYTHE INFORMATION SHOWN ON THIS DRAWING REPRESENTSSURVEYS PREFORMED IN SEPTEMBER 2017.ELEVATIONS BASED ON HYDROGRAPHIC AND TOPOGRAPHICALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.3.2.1.
CB304SOLICITATION NO.:
FILE NAME:
DW N BY:CKD BY:
DESIGNED BY:DATE:
SUBMITTED BY:
PLOT SCALE:PLOT DATE:
DESCRIPTION DATE
CONTRACT NO.:
SYMBOL BY CATEGORY CODE:of EngineersUS Army Corps23451DCAB
IP_PWP:dms23290\yybcb304.dgn
29-NOV-2017 11:25
K6ENELAS
STATION 55+00 TO 65+00
CROSS SECTIONS
PLUS OPTION 1
FRONT BEACH BASE BID Savannah District1" = 100'SHEET IDXXXXXX-XX-X-XXXX
CW K0585
L. PRATT
T. HENDREN
L. W ILLIAMS
ANSI D
SAVANNAH, GEORGIA
SAVANNAH DISTRICT
100 W EST OGLETHORPE AVENUE
U. S. ARMY CORPS ENGINEER
FY17
TYBEE ISLAND BEACH RENOURISHMENT
TYBEE ISLAND, GEORGIA
SIZE:ISSUE FOR CONSTRUCTIONyybcb304.dgn
W 912HN-18-B-5001
DECEMBER 201700SCALE IN FEETHORIZONTAL SCALE: 1" = 100'100100200VERTICAL SCALE: 1" = 10'101020LEGENDBASE BID PLUS OPTION 1 - BEACH FILL20BEACH FILL (typ.)PROFILE (typ.)EXISTING BEACHBASELINE (typ.)CONSTRUCTIONBERM (typ.)1+00-9+00-8+50-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+5055+00051015-5-10-15051015-5-10-151+00-9+00-8+50-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+5060+00051015-5-10-15051015-5-10-151+00-9+00-8+50-8+00-7+50-7+00-6+50-6+00-5+50-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+5065+00051015-5-10-15051015-5-10-151(typ.)25NOTES:THAT TIME.BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS ATTHE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLYTHE INFORMATION SHOWN ON THIS DRAWING REPRESENTSSURVEYS PREFORMED IN SEPTEMBER 2017.ELEVATIONS BASED ON HYDROGRAPHIC AND TOPOGRAPHICALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.3.2.1.
TERMINAL GROINNORTH FEDERAL 279'
257
'145'145'
0SCALE IN FEETSCALE: 1" = 500'100050050010001500 OVERALL PLAN
FRONT BEACH BASE BID
SOLICITATION NO.:
FILE NAME:
DW N BY:CKD BY:
DESIGNED BY:DATE:
SUBMITTED BY:
PLOT SCALE:PLOT DATE:
DESCRIPTION DATE
CONTRACT NO.:
SYMBOL BY
CATEGORY CODE:of EngineersUS Army Corps45231A
IP_PWP:dms23290\yybcb401.dgn
29-NOV-2017 11:34
K6ENELAS CBDSavannah District1" = 500'SHEET IDXXXXXX-XX-X-XXXX
CW K0585
L. PRATT
T. HENDREN
L. W ILLIAMS
ANSI D
SAVANNAH, GEORGIA
SAVANNAH DISTRICT
100 W EST OGLETHORPE AVENUE
U. S. ARMY CORPS ENGINEER
FY17
TYBEE ISLAND BEACH RENOURISHMENT
TYBEE ISLAND, GEORGIA
SIZE:ISSUE FOR CONSTRUCTIONyybcb401.dgn
W 912HN-18-B-5001CB401DECEMBER 2017A T L A N T I C O C E A NB A C K R I V E RNE 1063000E 1064000E 1065000E 1066000E 1067000E 1068000T Y B E E I N L E T
GROINSOUTH TERMINAL1
0
th S
T.
1
3
t
h S
t.ALLEY ST.INLET AVE.18
th
ST
.
19
th
ST
.1
6th S
T.
C
EN
T
ER S
T.TYBEE BEACH PIERStationOFFSET TABLECONSTRUCTION BASELINEN 739000
N 738000
N 737000
N 736000
N 735000
N 734000
N 733000
N 732000
N 731000
N 730000
N 729000
N 728000
N 727000
N 726000
N 725000
Edge (ft.)Offset to BermBEACH TILLING LIMITSEL. +11.2' M.L.L.W.TOP OF BERM251MHW EL. +7.13'As
s
u
me
d Sl
o
p
e BEACH FILLEL=11.2EDGE OF BERM10+00N 739000
N 738000
N 737000
N 736000
N 735000
N 734000
N 733000
N 732000
N 731000
N 730000
N 729000
N 728000
N 727000
N 726000E 1063000N 725000E 1064000E 1065000E 1066000E 1067000E 1068000GULICK ST.BUTLER AVENUET Y B E E I S L A N DUS H
WY 80 WEST
VAN HORNEST.
C
HA
T
HAM AVE
TIE INTO EXISTINGAPPROXIMATE FILL LIMITSTIE INTO EXISTINGAPPROXIMATE FILL LIMITSBASE BID (ST.
00+00 TO 66+00) LOW WATER (MLLW)5. ALL ELEVATIONS SHOWN ARE IN FEET AND REFERENCED TO MEAN LOWER EAST ZONE, NORTH AMERICAN DATUM 1983 (NAD83)4. PLANE COORDINATES ARE BASED ON THE GEORGIA STATE PLANE SYSTEM, 3. AERIAL PHOTOGRAPH DATED FEBRUARY 2017. DETAIL ON SUBSEQUENT PLAN SHEETS.2. SEAWARD BERM EDGES SHOWN IN THE PLAN ABOVE ARE SHOWN IN GREATER 1. THIS PLAN SHOWS OVERALL LAYOUT FOR THE BASE BID.NOTES:0-257-257-279-2790-145-145-145-145-145070+0061+4360+6857+6155+7350+0040+0030+0020+0010+0002+2800+31VARIESEL=11.2EDGE OF BERMEL=11.2EDGE OF BERM05+0015+0020+0025+0030+0035+0040+0045+0050+0055+0060+0065+0070+0075+0080+0085+0090+0095+00100+00105+00110+00115+00120+00125+00130+00135+00140+00145+00PI 112+98.82PI 135+74.93PI 141+57.57PI 138+81.94PI 145+26.51PI 148+61.06POB 00+00.00PI 16+52.33PI 43+74.44PI 60+67.78PI 83+56.92POE 150+00EXISTING BEACH PROFILEBASELINECONSTRUCTIONSEAWARD EDGE OF BERM (See Table)CONST. BASELINE OFFSET DISTANCE TOTYPICAL BEACH FILL SECTION - BASE BIDN.T.S.
279'160'160'257
'TERMINAL GROINNORTH FEDERAL
0SCALE IN FEET100050050010001500SCALE: 1" = 500' CB402SOLICITATION NO.:
FILE NAME:
DW N BY:CKD BY:
SUBMITTED BY:
PLOT SCALE:PLOT DATE:
DESCRIPTION DATE
CONTRACT NO.:
SYMBOL BY CATEGORY CODE:of EngineersUS Army Corps45231A
IP_PWP:dms23290\yybcb402.dgn
29-NOV-2017 12:06
K6ENELAS CBDOVERALL PLAN
PLUS OPTION 1
FRONT BEACH BASE BID
1" = 500'
DESIGNED BY:DATE:SHEET IDXXXXXX-XX-X-XXXX
CW K0585
L. PRATT
T. HENDREN
L. W ILLIAMS
ANSI D
SAVANNAH, GEORGIA
SAVANNAH DISTRICT
100 W EST OGLETHORPE AVENUE
U. S. ARMY CORPS ENGINEER
FY17
TYBEE ISLAND BEACH RENOURISHMENT
TYBEE ISLAND, GEORGIA
SIZE:ISSUE FOR CONSTRUCTIONyybcb402.dgn
W 912HN-18-B-5001
DECEMBER 2017OPTION 1A T L A N T I C O C E A NB A C K R I V E RNE 1063000E 1064000E 1065000E 1066000E 1067000E 1068000T Y B E E I N L E T
GROINSOUTH TERMINAL1
0
th S
T.
1
3
t
h S
t.ALLEY ST.INLET AVE.18
th
ST
.
19
th
ST
.1
6th S
T.
C
EN
T
ER S
T.TYBEE BEACH PIERStationOFFSET TABLECONSTRUCTION BASELINEN 739000
N 738000
N 737000
N 736000
N 735000
N 734000
N 733000
N 732000
N 731000
N 730000
N 729000
N 728000
N 727000
N 726000
N 725000
Edge (ft.)Offset to BermBEACH TILLING LIMITSVARIES - (See Table)EL. +11.2' M.L.L.W.TOP OF BERM251MHW EL. +7.13'As
s
u
me
d Sl
o
p
e BEACH FILLN 739000
N 738000
N 737000
N 736000
N 735000
N 734000
N 733000
N 732000
N 731000
N 730000
N 729000
N 728000
N 727000
N 726000E 1063000N 725000E 1064000E 1065000E 1066000E 1067000E 1068000T Y B E E I S L A N DUS H
WY 80 WEST
VAN HORNEST.GULICK ST.BUTLER AVENUEC
HA
T
HAM AVE
Savannah DistrictMATCH EX ELEVATIONAPPROXIMATE FILL LIMITS LOW WATER (MLLW)5. ALL ELEVATIONS SHOWN ARE IN FEET AND REFERENCED TO MEAN LOWER EAST ZONE, NORTH AMERICAN DATUM 1983 (NAD83)4. PLANE COORDINATES ARE BASED ON THE GEORGIA STATE PLANE SYSTEM, 3. AERIAL PHOTOGRAPH DATED FEBRUARY 2017. DETAIL ON SUBSEQUENT PLAN SHEETS.2. SEAWARD BERM EDGES SHOWN IN THE PLAN ABOVE ARE SHOWN IN GREATER 1. THIS PLAN SHOWS OVERALL LAYOUT FOR THE BASE BID PLUS OPTION 1.NOTES:BASE BID PLUS OPTION 1 (ST.
00+00 TO 66+00)70+0061+4360+6857+6155+7350+0040+0030+0020+0010+0002+2600+260-257-257-279-2790-160-160-160-160-160005+0010+0015+0020+0025+0030+0035+0040+0045+0050+0055+0060+0065+0070+0075+0080+0085+0090+0095+00100+00105+00110+00115+00120+00125+00130+00135+00140+00145+00PI16+52.33PI43+74.44PI60+67.78PI83+56.92PI112+98.82PI135+74.93PI141+57.57PI138+81.94PI145+26.51PI148+61.06POB 00+00.00POE 150+00EL=11.2EDGE OF BERMEL=11.2EDGE OF BERMMATCH EX ELEVATIONAPPROXIMATE FILL LIMITSEXISTING BEACH PROFILEBASELINECONSTRUCTIONN.T.S.SEAWARD EDGE OF BERM (See Table)CONST. BASELINE OFFSET DISTANCE TOTYPICAL BEACH FILL SECTION - OPTION 1BASE BID