Embed Size (px)
Citation preview
Gainesville-Hawthorne Rail-Trail
SW 16th Ave.
SW 6
th St.
SW Depot Ave.
S. M
ain
St.
Depot Park
SW
6th
St.
SW
9th
St.
1-800-432-4770
BEFORE YOU DIG !CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS BEFOREDIGGING OR DISTURBING EARTH
Know what's below.before you dig.Call
R
US 441
LakeNewnans
Airport
W Univ Ave
Archer R
d
NW
34
St
NW 53 Ave
NW 39 Ave
NW 31 Ave
Railro
ad
NW 16 Ave NE 16 Ave
NW
6th
St
NE 23 Ave
Wal
do R
d
NW 8 Ave
E Univ AveUS 4
41
Lake
UNIVERSITYOF FLORIDA
Bivens Arm
Main
St.
Alice
Hawthorne Rd
I-75
Newberry Rd
SW 20th Ave
SW
34 S
t
MONIQUE M. HEATHCOCK, P.E. CHW
11801 RESEARCH DRIVEALACHUA, FLORIDA 32615
(352) 331-1976 [email protected]
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0
1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DR
AW
ING
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
OR
DIN
GLY
.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
19
-01
73
C0.00
CO
VER
SH
EET
AN
D I
ND
EX
GA
BIO
N B
ASK
ET
WA
LL R
EPA
IR -
DEPO
T A
VE. S
EG
MEN
T 2
AT
TU
MBLIN
CR
EEK
CIT
Y O
F G
AIN
ESV
ILLE
K. M
CM
AH
ON
M. H
EA
TH
CO
CK
K. M
CM
AH
ON
11
-22
-20
19
: 30
% S
UBM
ITT
AL
02
-05
-20
20
: 90
% S
UBM
ITT
AL
N/A
NO
RTH
N.T.S.
SHEET NUMBER DESCRIPTION
C0.00 COVER SHEET AND INDEX
C0.10 DETAILS AND GENERAL NOTES
C1.00 EXISTING DRAINAGE AND DEMOLITION PLAN
C2.00 PROPOSED DRAINAGE PLAN
AARON H. HICKMAN, P.S.M. CHW
11801 RESEARCH DRIVEALACHUA, FLORIDA 32615
(352) 331-1976 [email protected]
C3.00 PLAN AND PROFILE
C4.00 CROSS SECTIONS AND DETAILS
C1.10 DEMOLITION DETAIL
1. THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN IN THESE PLANS ISBASED ON A SURVEY BY CHW, FIELD WORK PERFORMED ON NOVEMBER 07, 2019.
2. EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT LIMITS SHALLREMAIN, UNLESS OTHERWISE NOTED.
3. EXISTING UTILITIES ARE TO REMAIN, UNLESS OTHERWISE NOTED.
4. ALL EXISTING TREES ARE TO REMAIN, UNLESS OTHERWISE NOTED.
5. THE LOCATION(S) OF UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITEDINVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO NOTIFY UTILITY COMPANIES IN ORDER TOOBTAIN HORIZONTAL AND VERTICAL LOCATION INFORMATION AND TO MAKENECESSARY ARRANGEMENTS FOR ANY RELOCATION OR PROTECTION OF THESEUTILITIES WITH THE UTILITY OWNER. THE CONTRACTOR SHALL EXERCISE EXTREMECAUTION WHEN WORKING IN THE VICINITY OF ANY UNDERGROUND UTILITY,WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY.
6. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIEDUTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUSUTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTINGUNDERGROUND FACILITIES IN ADVANCE OF CONSTRUCTION. IT IS THECONTRACTOR'S RESPONSIBILITY TO CALL THE FLORIDA SUNSHINE STATE ONE-CALLCENTER, INC. AT 1-800-432-4770 AT LEAST 48 HOURS PRIOR TO ANY CLEARING ORCONSTRUCTION TO IDENTIFY ALL UTILITY LOCATIONS.
7. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCEWITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTALAGENCIES HAVING JURISDICTION OVER THE WORK.
8. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITENECESSARY FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SODDED AS SOON ASPRACTICAL OR IMMEDIATELY FOLLOWING CONSTRUCTION. NO ROLLED SOD ISALLOWED UNLESS PLASTIC BACKING IS REMOVED PRIOR TO INSTALLATION.
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTINGFACILITIES ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORKPERFORMED BY THE CONTRACTOR. ITEMS TO BE PROTECTED AND REPAIRED ORREPLACED IF DAMAGED INCLUDE (BUT ARE NOT LIMITED TO) INCLUDE EXISTINGTREES, EXISTING IRRIGATION SYSTEM, EXISTING UTILITIES, EXISTING DRAINAGESTRUCTURES AND PIPES.
10. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITHAND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.
11. CONTROL OF EROSION, SEDIMENTATION, AND TURBIDITY ARE AN INTEGRAL PARTOF THIS PROJECT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. THEFLOATING TURBIDITY BARRIER SHOWN IN THE PLANS IS THE MINIMUM MEASUREREQUIRED. ADDITIONAL CONTROLS SHALL BE UTILIZED AS NEEDED. EROSION ANDSEDIMENTATION CONTROL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THEFLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'SMANUAL.
12. INSTALL SILT FENCE PRIOR TO SITE DEMOLITION OR NEW SITE CONSTRUCTION.INSTALL SILT FENCE PER FLORIDA STORMWATER EROSION AND SEDIMENTATIONCONTROL INSPECTOR'S MANUAL AND PROVIDE TOE-IN. THE CONTRACTOR SHALLMAINTAIN THE SILT FENCE IN WORKING ORDER THROUGHOUT THE CONSTRUCTIONPHASE. THE PROJECT SILT FENCE SHALL BE INSPECTED DAILY AND ANY CORRECTIVEMEASURES SHALL BE COMPLETED WITHIN 24 HOURS.
13. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NEEDED THROUGHOUTALL CONSTRUCTION ACTIVITIES COVERED BY THESE PLANS. DEWATERING SHALL BEDONE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS, 2018 EDITION,SECTION 120.
14. A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED. THE CONTRACTOR,ENGINEER OF RECORD, AND THE OWNER SHALL MEET WITH THE CITY OF GAINESVILLEPUBLIC WORKS DEPARTMENT PRIOR TO INITIATION OF SITE CONSTRUCTION.
15. THE LOCATION OF THE PROPOSED GABIONS SHOULD BE FIELD ADJUSTED ASNECESSARY TO ACCOMMODATE FIELD CONDITIONS AND FACILITATE CONSTRUCTION.
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0
1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DR
AW
ING
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
OR
DIN
GLY
.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
19
-01
73
C0.10
DET
AIL
S A
ND
GEN
ER
AL N
OT
ES
GA
BIO
N B
ASK
ET
WA
LL R
EPA
IR -
DEPO
T A
VE. S
EG
MEN
T 2
AT
TU
MBLIN
CR
EEK
CIT
Y O
F G
AIN
ESV
ILLE
K. M
CM
AH
ON
M. H
EA
TH
CO
CK
K. M
CM
AH
ON
11
-22
-20
19
: 30
% S
UBM
ITT
AL
02
-05
-20
20
: 90
% S
UBM
ITT
AL
N/A
5. SOUTH SIDE BANK IMPROVEMENTS -CLEAR AND GRUB AS NEEDED -REMOVE SEDIMENT/GRADE FOR GABION PLACEMENT -GEOTEXTILE PLACEMENT -GABION INSTALLATION -REMOVE ADDITIONAL SEDIMENT AS NECESSARY -PLACE RIP-RAP
6. MOVE TEMPORARY FLOW DIVERSION SYSTEM
7. NORTH SIDE BANK IMPROVEMENTS
-CLEAR AND GRUB AS NEEDED -REMOVE SEDIMENT/GRADE FOR GABION PLACEMENT -GEOTEXTILE PLACEMENT -GABION INSTALLATION -REMOVE ADDITIONAL SEDIMENT AS NECESSARY -PLACE RIP-RAP
1. INSTALL SILT FENCE ON UP-SLOPE AREAS TO BE DISTURBED, AS NEEDED.
8. RESTORATION LANDSCAPING
9. REMOVE SILT FENCE, CONSTRUCTION FENCING AND RESTORE SITE.
4. INSTALL TEMPORARY FLOW DIVERSION SYSTEM, AS NEEDED.
2. INSTALL TURBIDITY BARRIERS DOWNSTREAM OF PROJECT AREA.
3. INSTALL RUNOFF DIVERSION ON UP-SLOPE AREAS, AS NEEDED, TOMANAGE RUN-OFF COMING ONTO PROJECT AREA.
16. THE GOVERNING STANDARDS AND SPECIFICATIONS, UNLESS STATED OTHERWISESHALL BE PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (FY2020-21 ROAD CONSTRUCTION) AND STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION DATED JANUARY 2020, AS AMENDED BY CONTRACTDOCUMENTS. ALL MATERIALS AND METHODS SHALL MEET FDOT SPECIFICATIONSAND SHALL BE PRODUCED OR OBTAINED FROM AN FDOT APPROVED SOURCE.
1. EXISTING GROUND ELEVATION ABOVE GAS LINE ISTO BE MAINTAINED.
2. AVOID CROSSING/DRIVING OVER FLORIDA GASTRANSMISSION (FGT) GAS LINE WITH CONSTRUCTIONVEHICLES VEHICLE AND EQUIPMENT.
3. WHEN CROSSING AN FGT PIPELINE (VIA DRILL OROPEN LAY) CONTRACTOR MUST VISUALLY VERIFYTHE ELEVATION OF THE PIPELINE BOTH VERTICALLYAND HORIZONTALLY, BY AN FGT APPROVED METHODSUCH AS VACUUM EXCAVATION WITH AN FGT FIELDREPRESENTATIVE ON-SITE AT ALL TIMES DURINGTHIS OPERATION.
4. WITH PRIOR APPROVAL AND AN FGTREPRESENTATIVE ON SITE AT ALL TIMES,EXCAVATION EQUIPMENT EQUIPPED WITHTOOTHLESS BUCKETS MAY BE ALLOWED TO DIG OREXCAVATE WITHIN THREE (3) FEET OF THE PIPELINEFACILITIES. ALL OTHERCONSTRUCTION/EXCAVATION EQUIPMENT WILL NOTBE ALLOWED TO PERFORM ANY EXCAVATION WITHINTHREE (3) FEET OF THE PIPELINE FACILITIES.
5. THE CONTRACTOR SHALL PROVIDE AND INSTALLTEMPORARY CONSTRUCTION FENCE ALONG THEEASEMENT BOUNDARIES FOR THE ENTIRE LENGTH OFTHE PROPOSED WORK AREA TO PRESERVE ANDPROTECT THE PIPELINE(S).
A. GEOTEXTILE FABRIC SHALL MEET FDOT STANDARD SPECIFICATION SECTION 985AND MUST BE FROM FDOT APPROVED PRODUCTS LIST.
B. GABION BASKETS, GABION MATTRESS AND ROCK, SHALL MEET FDOT STANDARDSPECIFICATION SECTION 530 AND ADDITIONAL REFERENCED SPECIFICATIONS.GABIONS SHALL ALSO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
C. RUBBLE BANK AND SHORE SHALL MEET FDOT STANDARD SPECIFICATION SECTION530. RECYCLED CONCRETE MAY BE USED IF IT MEETS THE DIMENSIONALREQUIREMENTS OF SAID FDOT SPECIFICATION SECTION 530.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
T
A
S
P
H
A
L
T
B
IK
E
P
A
T
H
S
T
S
T
4
' M
E
T
A
L
F
E
N
C
E
4
' M
E
T
A
L
F
E
N
C
E
E
D
G
E
O
F
P
A
V
E
M
E
N
T
E
D
G
E
O
F
P
A
V
E
M
E
N
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
6
'
C
H
A
I
N
L
I
N
K
F
E
N
C
E
4
' M
E
T
A
L
F
E
N
C
E
S
T
S
T
S
T
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
A
S
P
H
A
L
T
B
IK
E
P
A
T
H
S
T
X
X
X
X
4
' M
E
T
A
L
F
E
N
C
E
4
' M
E
T
A
L
F
E
N
C
E
C
A
T
C
H
B
A
S
IN
T
O
P
O
F
R
IM
=
1
2
1
.4
7
'
E
IN
V
=
1
1
4
.6
1
' (4
8
"
R
C
P
)
W
IN
V
=
1
0
9
.7
7
' (4
8
"
R
C
P
)
E
IN
V
=
1
0
8
.9
1
'
(4
8
"
R
C
P
)
S
T
O
R
M
M
A
N
H
O
L
E
N
R
E
=
1
2
3
.9
8
'
S
IN
V
=
1
1
0
.7
0
' (4
8
" R
C
P
)
N
IN
V
=
1
1
0
.6
9
' (4
8
" R
C
P
)
W
IN
V
=
1
1
3
.4
5
' (2
4
" R
C
P
)
IN
V
=
1
0
9
.5
5
'
(4
8
"
R
C
P
)
IN
V
=
1
0
9
.4
6
'
(4
8
"
R
C
P
)
IN
V
=
1
0
9
.5
6
'
(4
8
"
R
C
P
)
G
A
B
IO
N
R
E
T
A
IN
IN
G
W
A
L
L
G
A
B
IO
N
R
E
T
A
IN
IN
G
W
A
L
L
G
S
T
S
T
N
E
I
N
V
=
1
0
3
.
7
8
'
(
3
6
"
R
C
P
)
N
E
I
N
V
=
1
1
0
.
8
5
'
(
8
"
P
C
P
)
S
.W
. D
E
P
O
T
A
V
E
N
U
E
(R
/W
W
ID
T
H
V
A
R
IE
S
)
T
A
X
P
A
R
C
E
L
#
1
5
6
3
7
-0
0
0
-0
0
0
O
W
N
E
R
: R
O
Y
A
L
G
A
IN
E
S
V
IL
L
E
L
IM
IT
E
D
P
A
R
T
N
E
R
S
H
IP
(O
.R
.B
. 2
0
3
7
, P
G
. 1
8
2
0
)
T
A
X
P
A
R
C
E
L
#
1
5
6
3
5
-0
1
0
-0
0
1
O
W
N
E
R
: J
A
C
K
T
H
R
E
A
D
G
IL
L
III
(O
.R
.B
. 4
6
6
6
, P
G
. 1
0
4
6
)
G
G
G
G
G
6
" G
A
S
P
IP
E
&
M
E
T
A
L
C
A
S
IN
G
T
U
M
B
L
IN
C
R
E
E
K
T
U
M
B
L
IN
C
R
E
E
K
T
U
M
B
L
IN
C
R
E
E
K
(N
O
R
E
C
O
R
D
IN
G
IN
F
O
R
M
A
T
IO
N
)
O
W
N
E
R
: S
T
A
T
E
O
F
F
L
O
R
ID
A
IIF
D
O
T
T
A
X
P
A
R
C
E
L
#
1
5
5
3
9
-2
0
0
-0
0
0
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
20' S
AN
IT
AR
Y S
EW
ER
E
AS
EM
EN
T
PE
R
C
O
N
D
O
B
O
O
K 1, P
AG
E 40
C
O
N
C
R
E
T
E
H
E
A
D
W
A
L
L
C
O
N
C
R
E
T
E
H
E
A
D
W
A
L
L
L
IM
E
R
O
C
K
L
IM
E
R
O
C
K
M
E
T
A
L
P
IP
E
(F
IL
L
E
D
W
IT
H
C
O
N
C
.)
30'
O.R.B. 1257 PG. 121
30' DRAINAGE EASEMENT
10' FLORIDA GAS TRANSMISSION
EASEMENT PER O.R.B.408, PG.74
C
O
N
C
R
E
T
E
S
A
N
D
B
A
G
W
A
L
L
SCALE: 1" = 10' HORIZ. 1" = 5' VERT.
EL: 105.5
EL: 107.4
EL: 110.2
EL: 112.7
EL: 115.3
EL: 118.0
EL: 120.7
EL: 122.5
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
19
-01
73
C1.00
EX
IST
ING
DR
AIN
AG
E A
ND
DEM
OLIT
ION
PLA
N
GA
BIO
N B
ASK
ET
WA
LL R
EPA
IR -
DEPO
T A
VE. S
EG
MEN
T 2
AT
TU
MBLIN
CR
EEK
CIT
Y O
F G
AIN
ESV
ILLE
K. M
CM
AH
ON
M. H
EA
TH
CO
CK
K. M
CM
AH
ON
11
-22
-20
19
: 30
% S
UBM
ITT
AL
02
-05
-20
20
: 90
% S
UBM
ITT
AL
1"=
10
'
N
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0
1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DR
AW
ING
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
OR
DIN
GLY
.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
0 10 205
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0
1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DR
AW
ING
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
OR
DIN
GLY
.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
HEAVYEROSION
UNDER TREEROOTS
APPROXIMATE EDGE OFUNDERCUT IN EARTHENSIDE OF BANK
EROSIONELEV=104.6
EROSIONELEV=107.5
EROSIONELEV=109.5
EROSIONELEV=109.5
EROSIONELEV=112.2
EROSIONELEV=112.4
EROSIONELEV=115.0
EROSIONELEV=115.0
APPROXIMATE EDGE OFEROSION UNDERGABION BASKETS
EDGE OFGABION WALL
EROSION
SANDBAGWALL
1
0
7
.4
T
O
P
110.2 TOP
1
2
2
.
EX. 14" LAO TOBE REMOVED
SANDBAG WALL TO BEREMOVED
HEAVY EROSION
EX. 7" CAMPHORTO BE REMOVED
EX. WIRE MESH MATTRESS
DESILT
6" UNDERGROUND GAS PIPE AND METAL CASINGAPPOX. 30" DEEP. CONTRACTOR SHALL USEEXTREME CAUTION DURING CONSTRUCTION
EXISTING GABIONWALL
EXISTING GABION WALL FAILING(SEE DETAIL THIS SHEET)
CLEAN AND DESILTEXISTING 36" RCP
REMOVE EXISTINGVEGETATION TO ALLOW FOR
PROPER PLACEMENT OFGABION WALL AS SHOWN ON
SHEET C4.00
TWO GROUND SURFACESEXIST IN THIS AREA. ONLYTHE UPPER SURFACECONTOURS ARE SHOWN.
LIMEROCK
112.7 TOP115.3 TOP
118.0 TOP
120.7 TOP122.5 TOP
EX. TWIN 18"HICKORY TREETO BE REMOVED
LEGEND:
TREE TO BE REMOVED
SANDBAG WALL TO BE REMOVED
REMOVE AND REPLACE PORTION OFEX. MESH MATTRESS
REMOVE EXCESSIVE DEBRIS, BOULDERS,VEGETATION TO ALLOW FOR PROPER
PLACEMENT OF GABION WALL AS SHOWN ONSHEET C4.00
1
0
5
.5
B
O
T
T
O
M
1
0
7
.3
B
O
T
T
O
M
1
0
9
.8
B
O
T
T
O
M
1
1
2
.5
B
O
T
T
O
M
1
1
5
.3
B
O
T
T
O
M
1
1
7
.8
B
O
T
T
O
M
1
2
0
.3
B
O
T
T
O
M
EX. 10" LAO TOBE REMOVED
EX. 7" LAO TOBE REMOVED
EX. 9" LAO TOBE REMOVED
EX. 11" LAO TOBE REMOVED
EXISTINGOVERHEADUTILITIES
SEE SHEET C1.10 FOR DEMOLITION DETAIL
SEE SHEET C1.10 FORDEMOLITION DETAIL
SIGNIFICANT UNDERCUTIN EARTHEN SIDE OF BANK
(SEE DETAIL THIS SHEET)
SEE SHEET C1.10 FORDEMOLITION DETAIL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
3'
4'
EXISTING GABION BASKET TO REMAIN (TYP)
6'
3'
6'
± 19.8'
4'
CUT ALONG WIRE MESS
MATTRESS SEAM
EXISTING GABION BASKET TO REMAIN (TYP)
EXISTING GABION BASKET TO REMAIN (TYP)
EXISTING GABION BASKET TO REMAIN (TYP)
WIRE MESS MATTRESS
EXISTING WIRE MESS MATTRESS TO
BE REMOVED (AND REPLACED)
EXISTING WIRE MESS MATTRESS TO
BE REMOVED (AND REPLACED)
± 18' REMOVE GABION BASKETS
± 15' REMOVE GABION BASKETS
± 12' REMOVE GABION BASKETS
± 9' REMOVE GABION BASKETS
± 6' REMOVE
GABION BASKETS
± 3' REMOVE GABION BASKET
REMOVE 0.7' OF EX.GABION BASKET
EXISTING GABIONMATTRESS TO REMAIN
NOTE:3'x3' GABION BASKETS HAVE SETTLEDVERTICALLY BY APPROXIMATELY ±0.2'SINCE TIME OF CONSTRUCTION
EXISTING GABIONBASKETS TO REMAIN
REMOVE EXISTINGGEOTEXTILE
FILTER FABRIC
EXISTING GABIONBASKET TO BEREMOVED (TYP)
GABION BASKET TO BEREMOVED
EXISTING GABIONBASKET TO REMAIN
EXISTING GABIONMATTRESS TO BE REMOVED
6' 4'6'
EXISTING 4'METAL FENCE TOREMAINEXISTING
ASPHALT BIKEPATH
REMOVE EXISTINGGEOTEXTILE FILTER FABRIC
EXISTING GABIONMATTRESS TO REMAIN
EXISTING GABIONMATTRESS TO BE REMOVED
LEGEND:
19
-01
73
C1.10
DEM
OLIT
ION
DET
AIL
GA
BIO
N B
ASK
ET
WA
LL R
EPA
IR -
DEPO
T A
VE. S
EG
MEN
T 2
AT
TU
MBLIN
CR
EEK
CIT
Y O
F G
AIN
ESV
ILLE
K. M
CM
AH
ON
M. H
EA
TH
CO
CK
K. M
CM
AH
ON
11
-22
-20
19
: 30
% S
UBM
ITT
AL
02
-05
-20
20
: 90
% S
UBM
ITT
AL
1"=
2'
N
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0
1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DR
AW
ING
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
OR
DIN
GLY
.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0
1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DR
AW
ING
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
OR
DIN
GLY
.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
HEAVY EROSIONUNDER TREE ROOTS
APPROXIMATE EDGEOF EROSION UNDERTREE ROOTS
EROSIONELEV=104.6
APPROXIMATE EDGE OF EROSIONUNDER GABION BASKETS
EDGE OFGABION WALL
EROSION
SANDBAG WALLTO BE REMOVED
1
0
7
.4
T
O
P
110.2 TOP
LIMEROCK
112.7 TOP115.3 TOP
118.0 TOP
120.7 TOP122.5 TOP
EX. TWIN 18"HICKORY TREETO BE REMOVED
1
0
7
.3
B
O
T
T
O
M
1
0
9
.8
B
O
T
T
O
M
1
1
2
.5
B
O
T
T
O
M
1
1
5
.3
B
O
T
T
O
M
1
1
7
.8
B
O
T
T
O
M
1
2
0
.3
B
O
T
T
O
M
122.4 TOP
SIGNIFICANT UNDERCUTIN EARTHEN SIDE OF BANK(SEE DETAIL SHEET C1.00) REMOVE EXISTING
VEGETATION TO ALLOW FORPROPER PLACEMENT OFGABION WALL AS SHOWN ONSHEET C4.00
REMOVE EXISTINGVEGETATION TO ALLOW FORPROPER PLACEMENT OFGABION WALL AS SHOWN ONSHEET C4.00
EX. 14" LAO TOBE REMOVED
1
0
5
.5
B
O
T
T
O
M
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
T
A
S
P
H
A
L
T
B
IK
E
P
A
T
H
S
T
S
T
4
' M
E
T
A
L
F
E
N
C
E
4
' M
E
T
A
L
F
E
N
C
E
E
D
G
E
O
F
P
A
V
E
M
E
N
T
E
D
G
E
O
F
P
A
V
E
M
E
N
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
6
'
C
H
A
I
N
L
I
N
K
F
E
N
C
E
4
' M
E
T
A
L
F
E
N
C
E
S
T
S
T
S
TO
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
A
S
P
H
A
L
T
B
IK
E
P
A
T
H
S
T
X
X
X
X
4
' M
E
T
A
L
F
E
N
C
E
4
' M
E
T
A
L
F
E
N
C
E
C
A
T
C
H
B
A
S
IN
T
O
P
O
F
R
IM
=
1
2
1
.4
7
'
E
IN
V
=
1
1
4
.6
1
' (4
8
"
R
C
P
)
W
IN
V
=
1
0
9
.7
7
' (4
8
"
R
C
P
)
E
IN
V
=
1
0
8
.9
1
'
(4
8
"
R
C
P
)
S
T
O
R
M
M
A
N
H
O
L
E
N
R
E
=
1
2
3
.9
8
'
S
IN
V
=
1
1
0
.7
0
' (4
8
" R
C
P
)
N
IN
V
=
1
1
0
.6
9
' (4
8
" R
C
P
)
W
IN
V
=
1
1
3
.4
5
' (2
4
" R
C
P
)
IN
V
=
1
0
9
.5
5
'
(4
8
"
R
C
P
)
IN
V
=
1
0
9
.4
6
'
(4
8
"
R
C
P
)
IN
V
=
1
0
9
.5
6
'
(4
8
"
R
C
P
)
G
A
B
IO
N
R
E
T
A
IN
IN
G
W
A
L
L
G
A
B
IO
N
R
E
T
A
IN
IN
G
W
A
L
L
G
S
T
S
T
N
E
I
N
V
=
1
0
3
.
7
8
'
(
3
6
"
R
C
P
)
N
E
I
N
V
=
1
1
0
.
8
5
'
(
8
"
P
C
P
)
S
.W
. D
E
P
O
T
A
V
E
N
U
E
(R
/W
W
ID
T
H
V
A
R
IE
S
)
G
G
G
G
G
6
" G
A
S
P
IP
E
&
M
E
T
A
L
C
A
S
IN
G
T
U
M
B
L
IN
C
R
E
E
K
T
U
M
B
L
IN
C
R
E
E
K
T
U
M
B
L
IN
C
R
E
E
K
(N
O
R
E
C
O
R
D
IN
G
IN
F
O
R
M
A
T
IO
N
)
O
W
N
E
R
: S
T
A
T
E
O
F
F
L
O
R
ID
A
IIF
D
O
T
T
A
X
P
A
R
C
E
L
#
1
5
5
3
9
-2
0
0
-0
0
0
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
20' S
AN
IT
AR
Y S
EW
ER
E
AS
EM
EN
T
PE
R
C
O
N
D
O
B
O
O
K 1, P
AG
E 40
C
O
N
C
R
E
T
E
H
E
A
D
W
A
L
L
C
O
N
C
R
E
T
E
H
E
A
D
W
A
L
L
L
IM
E
R
O
C
K
L
IM
E
R
O
C
K
M
E
T
A
L
P
IP
E
(F
IL
L
E
D
W
IT
H
C
O
N
C
.)
30'
O.R.B. 1257 PG. 121
30' DRAINAGE EASEMENT
10' FLORIDA GAS TRANSMISSION
EASEMENT PER O.R.B.408, PG.74
C
O
N
C
R
E
T
E
S
A
N
D
B
A
G
W
A
L
L
12+54
10+00
11+00
12+00
X
X
X
X
X
11+50
10+50
12+54
10+00
11+00
12+00
11+10
STA=10+85.72N:240422.01
E:2657114.37
STA=10+18.88N:240357.12E:2657130.38
STA=10+00.00N:240338.26E:2657131.42
STA=11+08.96N:240443.17E:2657124.00
STA=12+54.45N:240474.67
E:2657266.04
TAX PARCEL #15635-010-001
OWNER: JACK THREADGILL III
(O.R.B. 4666, PG. 1046)
TAX PARCEL #15637-000-000
OWNER: ROYAL GAINESVILLE
LIMITED PARTNERSHIP
(O.R.B. 2037, PG. 1820)
STA=10+37.90OFFSET=-6.96' L
STA=10+16.32OFFSET=-9.22' L
19
-01
73
C2.00
PR
OPO
SED
DR
AIN
AG
E P
LA
N
GA
BIO
N B
ASK
ET
WA
LL R
EPA
IR -
DEPO
T A
VE. S
EG
MEN
T 2
AT
TU
MBLIN
CR
EEK
CIT
Y O
F G
AIN
ESV
ILLE
K. M
CM
AH
ON
M. H
EA
TH
CO
CK
K. M
CM
AH
ON
11
-22
-20
19
: 30
% S
UBM
ITT
AL
02
-05
-20
20
: 90
% S
UBM
ITT
AL
1"=
10
'
N
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0
1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DR
AW
ING
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
OR
DIN
GLY
.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
0 10 205
HEAVYEROSION
9.2
1'
4.2
1'
ADD RUBBLE BANK ANDSHORE AT THE TOE OF THEEXISTING SANDBAG WALL TOPREVENT UNDERMINING;PLACE RUBBLE BANK ANDSHORE OVER GEOTEXTILEFABRIC.
PROPOSED RUBBLE BANK AND SHORE;REMOVE EXCESSIVE DEBRIS, BOULDERS,
VEGETATION, DESILT. PLACE RUBBLE BANKAND SHORE OVER GEOTEXTILE FABRIC
PROPOSED RUBBLE BANKAND SHORE
PROPOSED 3'X3'GABION BASKETS
EXISTING GABION WALL
PROPOSED GABIONMATTRESS (SEE SHEET C4.00FOR DETAILS)
PROPOSED RUBBLE ENERGY DISSIPATER;REMOVE EXCESSIVE DEBRIS, BOULDERS,
VEGETATION, DESILT. PLACE RUBBLE BANKAND SHORE OVER GEOTEXTILE FABRIC.
TURBIDITY BARRIER
PROPOSED DRAINAGE
EASEMENT
SOUTH LINE PROP. D.E.
WEST LINE PROP. D.E.
NORTH LINE PROP. D.E.
EAST LINE PROP. D.E.
NOTE:SEE GENERAL NOTES SHEET C0.10 FORGOVERNING STANDARDS AND SPECIFICATIONS
X
X
X
XX
XX
XX
XX
XX
X
AS
PH
ALT
B
IK
E P
AT
H
4' M
ET
AL
FE
NC
E
ED
GE
O
F P
AV
EM
EN
T
ST
ST
ST
ST
ST
ST
ST
ST
ST
S
T
S
T
S
T
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
G
S
T
S
T
N
E
IN
V
=
1
0
3
.7
8
'
(3
6
" R
C
P
)
N
E
IN
V
=
1
1
0
.8
5
'
(8
"
P
C
P
)
G
G
G
G
G
6" G
AS
P
IP
E &
ME
TA
L C
AS
IN
G
TUMBLIN CREEK
G
G
20' S
AN
ITA
RY
SE
WE
R E
AS
EM
EN
TP
ER
CO
ND
O B
OO
K 1
, PA
GE
40
L
I
M
E
R
O
C
K
LIMEROCK
ME
TA
L P
IP
E
(F
ILLE
D W
IT
H
CO
NC
.)
30'
O.R
.B. 1257 PG
. 121
30' D
RA
INA
GE EA
SEMEN
T
10' FLO
RID
A G
AS T
RA
NSM
ISSION
EASEM
ENT PER
O.R
.B.4
08, PG
.74
CO
NC
RE
TE
SA
ND
BA
G W
ALL
10+00
11+00
XX
X
X
X
10+5010+00
11+00
11+10
STA=10+85.72N:240422.01
E:2657114.37
STA=10+18.88N:240357.12E:2657130.38
STA=10+00.00N:240338.26E:2657131.42
STA=11+08.96N:240443.17E:2657124.00
N 3°10'09" W18.88'
N 13°51'16" W
66.83'N 24°28'15" E23.25'
MATCHEXISTING WIREMESHMATTRESS
NEW WIREMESHMATTRESS
STA=10+37.90OFFSET=-6.96' L
STA=10+16.32OFFSET=-9.22' L
N 6°11'14" W 80.00'S 8
3°3
1'1
0"
W 23.1
1' N 77°37'00" E 28.39'
N 2°39'44" W 83.10'
SCALE: 1" = 10' HORIZ. 1" = 5' VERT.
102.7
5
102.7
103.8
6
103.9
10+50
103.4
8
103.5
103.8
6
103.9
11+00
105.8
5
105.8
106.1
2
106.1
11+50
106.3
3
106.3
107.5
6
107.6
12+00
108.0
6
108.1
115.6
7
115.7
12+50
-1.5%
10' FL. GAS TRANSMISSION EASEMENT
STA: 10+75.00EXISTING 6" GAS MAINAPPROX. 30" DEEP
STA: 10+13.37WATER FLOW ENTERING CREEK FROMEXISTING SPILLWAY WITH 36" RCP
17' - EXISTING 48" RCP @ 5.14%
EXISTING GABION MATTRESSEXISTING GRADE
PROPOSED RUBBLE BANK AND SHORE;REMOVE EXCESSIVE DEBRIS, BOULDERS,VEGETATION, DESILT. PLACE RUBBLE BANKAND SHORE OVER GEOTEXTILE FABRIC
PROPOSED GABION MATTRESS
PROPOSED GEOTEXTILE FABRIC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ST
ST
ST
EDGE OF PAVEMENT
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
6
'
C
H
A
I
N
L
I
N
K
F
E
N
C
E
4' M
ET
AL
FE
NC
E
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OH
W
OH
W
OH
W
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ASPHALT BIKE PATH
XX
XX
4' M
ET
AL
FE
NC
E
4' METAL
FENCE
E INV = 108.91'
(48" RCP)
STORM MANHOLE
NRE = 123.98'
S INV = 110.70' (48" RCP)
N INV = 110.69' (48" RCP)
W INV = 113.45' (24" RCP)
INV = 109.55'
(48" RCP)
INV = 109.46'
(48" RCP)
INV = 109.56'
(48" RCP)
GA
BIO
N
RE
TA
IN
IN
G
WA
LL
GABION
RETAINING
WALL
S.W. DEPOT AVENUE (R/W
WIDTH VARIES)
TUMBLIN CREEK
TUMBLIN CREEK
(NO RECORDING INFORMATION)
OWNER: STATE OF FLORIDA IIF DOT
TAX PARCEL #15539-200-000
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
CONCRETE HEADWALL
CONCRETE
HEADWALL
10' FLORIDA GAS TRANSMISSIONEASEMENT PER O.R.B.408, PG.74
12+5412+00
11+5012+54
12+0016'
STA=11+50.00OFFSET=0.00' STA=12+00.00
OFFSET=0.00'
STA=11+08.96N:240443.17E:2657124.00
STA=12+54.45N:240474.67
E:2657266.04
N 77°29'39" E
145.48'
NEW
WIR
EM
ESH
MA
TT
RESS
19
-01
73
C3.00
PLA
N A
ND
PR
OFIL
E
GA
BIO
N B
ASK
ET
WA
LL R
EPA
IR -
DEPO
T A
VE. S
EG
MEN
T 2
AT
TU
MBLIN
CR
EEK
CIT
Y O
F G
AIN
ESV
ILLE
K. M
CM
AH
ON
M. H
EA
TH
CO
CK
K. M
CM
AH
ON
11
-22
-20
19
: 30
% S
UBM
ITT
AL
02
-05
-20
20
: 90
% S
UBM
ITT
AL
1"=
10
'
N
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0 1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DRA
WIN
G
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
ORD
ING
LY.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
0 10 205
N
MATCH LINE THIS SHEET
MA
TC
H L
INE T
HIS
SH
EET
PR
OPO
SED
DR
AIN
AG
EEA
SEM
EN
T
SO
UT
H L
INE P
RO
P. D
.E.
WEST LINE PROP. D.E. NORTH LINE PROP. D.E.
EAST LINE PROP. D.E.
NOTE:SEE GENERAL NOTES SHEET C0.10 FORGOVERNING STANDARDS AND SPECIFICATIONS
11+00
101
103
105
107
109
111
113
115
117
119
102
106
110
114
118
0 20 400-20
OFFSET: -9.40ELEV: 104.20
OFFSET: -14.89ELEV: 115.98
OFFSET: 5.00ELEV: 104.50
1" = 10' HORIZ. 1" = 5' VERT.
EX. SANDBAGHEADWALL (TOBE REMOVED)106.42'
UNDERCUT IN EARTHEN SIDE OF BANK
3'x3' GABION BASKET (TYP)
1'x3' GABION BASKET (TYP)
EXISTING GRADE
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
EXCAVATED AREA SHALL BE FILLEDWITH SELECT MATERIALS
10+45
101
103
105
107
109
111
113
115
117
119
121
123
102
106
110
114
118
122
0 20 400-20
OFFSET: -8.90ELEV: 104.00
1" = 10' HORIZ. 1" = 5' VERT.
SIGNIFICANT EROSIONUNDER EXISTINGTREES
3'x3' GABION BASKET (TYP.)
EXISTING GRADE
GEOTEXTILE FABRIC
EXISTING GRADE
EXCAVATED AREA SHALL BE FILLEDWITH SELECT MATERIALS (TYP)
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX
4' METAL
FENCE
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
G
S
T
G
G
G
G
G
G
G
G
G
6" GAS PIPE &
METAL CASING
TU
MB
LIN
C
RE
EK
G
GG
L
I
M
E
R
O
C
K
LIM
ER
OC
K
METAL PIPE
(FILLED WITH
CONC.)
10' FLORIDA GAS TRANSMISSIONEASEMENT PER O.R.B.408, PG.74
CONCRETE
SANDBAG WALL
11+0
0
10+50
11+0
0
11+10
16'
16'
13'
TO
P=105.5
TOP=
106.
5EG=1
04.5
TOP=
107.
5
TO
P=106.5
TO
P=108.5
TOP=107.5
TOP=106.5
TOP=108.5
TOP=109.5
EG=105.5
TO
P=107.5
EG
=104.0
TO
P=107.0
TO
P=110.0
TOP=119.0
TOP=113.0TOP=116.0
TOP=107.0TOP=110.0
TOP=104.0
TOP=123.0
TO
P=11
9.0
TO
P=113.0
TOP=122.0
TOP=
105.
5
TOP=123.0
TO
P=107.0
TO
P=110.0
TO
P=113.0
10+85
101
103
105
107
109
111
113
115
117
119
121
123
125
127
102
106
110
114
118
122
126
0 20 400-20
OFFSET: -5.98ELEV: 106.7
OFFSET: -7.42ELEV: 110.1
1" = 10' HORIZ. 1" = 5' VERT.
EXISTING SANDBAGWALL TO REMAIN
EXISTING GRADE
11+09
101
103
105
107
109
111
113
115
117
119
121
123
102
106
110
114
118
122
0 20 400-20
OFFSET: -17.10ELEV: 122.49
OFFSET: 10.40ELEV: 105.50
1" = 10' HORIZ. 1" = 5' VERT.
0.83'
0.50'
0.75'
0.75'
1.00'
0.92'
1.6
'
2.9
'
2.8
'
2.8
'
2.8
'
2.8
'
1.9
'
1'x3' GABION BASKET (TYP)
EXISTING GRADE
EXISTING GABION MATTRESS TO REMAIN
NEW GABION MATRESS
EXISTING GABIONS
EXISTING GABION BASKETS TO REMAIN
NEW GEOTEXTILE FABRIC
EXCAVATED AREA SHALL BE FILLEDWITH SELECT MATERIALS (TYP)
1'x3' GABIONS
GEOTEXTILEFABRIC
GEOTEXTILE FABRIC
3'x3' GABION BASKET (TYP)
1" = 20' HORIZ. 1" = 10' VERT.
1' OFFSET
3'x3' GABION BASKET
GABION MATRESS
19
-01
73
C4.00
CR
OSS S
EC
TIO
NS A
ND
DET
AIL
S
GA
BIO
N B
ASK
ET
WA
LL R
EPA
IR -
DEPO
T A
VE. S
EG
MEN
T 2
AT
TU
MBLIN
CR
EEK
CIT
Y O
F G
AIN
ESV
ILLE
K. M
CM
AH
ON
M. H
EA
TH
CO
CK
K. M
CM
AH
ON
11
-22
-20
19
: 30
% S
UBM
ITT
AL
02
-05
-20
20
: 90
% S
UBM
ITT
AL
VA
RIE
S
MONIQUE M. HEATHCOCK
1
A
B
C
D
IF N
OT
ON
E IN
CH
ON
BA
R IS
ON
E IN
CH
ON
0 1
"
VER
IFY S
CA
LE
OR
IGIN
AL
DRA
WIN
G
TH
IS S
HEE
T, A
DJU
STSC
ALE
S A
CC
ORD
ING
LY.
QU
ALI
TY C
ON
TRO
L:
TEC
HN
ICIA
N:
DES
IGN
ER:
PRO
JEC
T:
SHEE
T T
ITLE
:
CLI
ENT:
42 3
PRO
JEC
T N
UM
BER
:
SHEET NO.:
SUBM
ITT
ALS
:C
ON
STR
UC
TIO
N/B
ID R
EVIS
ION
S:SC
ALE
:
FL PE No. 54352
0 5 102.5
N
NOTES:
1. SEE GENERAL NOTES SHEET C0.10 FOR GOVERNING STANDARDS AND SPECIFICATIONS.
2. BASKETS SHALL BE PLACED ON UNDISTURBEDEARTH WHEN POSSIBLE. DISTURBED OR FILL AREASSHALL BE COMPACTED TO 98%.
3. MATERIALS (INCLUDING ROCK), ASSEMBLY ANDINSTALLATION TO BE PER GABION BASKETSPECIFICATIONS.
4. GABION BASKET LENGTHS AND LOCATIONS TO BEFIELD ADJUSTED AS NECESSARY TO ACCOMMODATE FIELD
CONDITIONS AND FACILITATE CONSTRUCTION.
.120, ASTM-A-313, TYPE 302
.85 OUNCES PER SQUARE FOOTCORE 0.087", FINISH .127"CORE 0.133", FINISH .173"
±.004
CORE 0.106", FINISH .146"
TIGERTITE INTERLOCKING FASTENER:TOLERANCE:ZINC COATING:WIRE FOR BINDING:WIRE FOR SELVEDGES AND CORNERS:WIRE FOR NETTING:
(C.Y.)CAPACITY
DIAPHRAGMSNUMBER OF
HEIGHTWIDTHLENGTH
1.331.00.66
321
1'1'1'
3'3'3'
12'9'6'
3'
NTS
OVERLAP VARIES(1.5' MIN.)
GEOTEXTILE FILTER FABRIC
OVER-EXCAVATION AND BACKFILLWITH SELECT MATERIALS
3'x3' GABIONBASKET
3'
3'
OVERLAP VARIES(1.5' MIN.)
1'x1' GABIONBASKET
1'
ST
A.
11+09
STA. 11+00
STA. 10+85
STA. 10+45
PROPOSED RIPRAPWITH CONCRETE
PROPOSED 3'X3'GABION BASKETS
PROPOSED 3'X3'GABION BASKETS
PROPOSED 1'X3'GABION BASKETS
PROPOSED GABIONMATRESS
6°
LEGEND:
3'
6'
ADD RUBBLE BANK AND SHORE AT THETOE OF THE EXISTING SANDBAG WALLTO PREVENT UNDERMINING; PLACERUBBLE BANK AND SHORE OVERGEOTEXTILE FABRIC
PROPOSED RUBBLE BANK AND SHORE;REMOVE EXCESSIVE DEBRIS, BOULDERS,VEGETATION, DESILT. PLACE RUBBLE BANKAND SHORE OVER GEOTEXTILE FABRIC
PROPOSED RUBBLEBANK AND SHORE
21'
4'
PROPOSED 1'X3'GABION BASKETS
6°
